WO2014168353A1 - Wood brick assembly - Google Patents

Wood brick assembly Download PDF

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Publication number
WO2014168353A1
WO2014168353A1 PCT/KR2014/002265 KR2014002265W WO2014168353A1 WO 2014168353 A1 WO2014168353 A1 WO 2014168353A1 KR 2014002265 W KR2014002265 W KR 2014002265W WO 2014168353 A1 WO2014168353 A1 WO 2014168353A1
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WO
WIPO (PCT)
Prior art keywords
wood
brick
coupling bar
coupling
bricks
Prior art date
Application number
PCT/KR2014/002265
Other languages
French (fr)
Korean (ko)
Inventor
박창은
Original Assignee
Park Chang Eun
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
Application filed by Park Chang Eun filed Critical Park Chang Eun
Priority to CN201480005126.6A priority Critical patent/CN104968871A/en
Priority to US14/761,618 priority patent/US20160032585A1/en
Publication of WO2014168353A1 publication Critical patent/WO2014168353A1/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
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/04—Walls having neither cavities between, nor in, the solid elements
    • E04B2/06—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position
    • E04B2/08—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/04—Walls having neither cavities between, nor in, the solid elements
    • E04B2/06—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position
    • E04B2/10—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position by filling material with or without reinforcements in small channels in, or in grooves between, the elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C1/00—Building elements of block or other shape for the construction of parts of buildings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202—Details of connections
    • E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
    • E04B2002/0206—Non-undercut connections, e.g. tongue and groove connections of rectangular shape
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202—Details of connections
    • E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys
    • E04B2002/0247—Strips or bars

Definitions

  • the present invention relates to a wood brick assembly, and more particularly, to provide a wood brick assembly which is coupled to each other in a horizontal direction to improve workability and structural stability.
  • Wooden buildings absorb moisture well to remove harmful elements to the human body, and have excellent ventilation, which is cool in summer and excellent in warmth.
  • An object of the present invention is to solve the above problems, to provide a wood brick assembly that can be firmly constructed by assembling the wood bricks to each other in the horizontal direction.
  • Another object of the present invention is to provide a wooden brick assembly that can be simple construction to reduce the construction time and construction cost.
  • Still another object of the present invention is to provide a wooden brick assembly that can be modified and constructed in various forms according to the shape of a building.
  • the object of the present invention can be achieved by a wooden brick assembly.
  • Wood brick assembly of the present invention the wood brick formed of wood;
  • a coupling bar for coupling the plurality of wood bricks disposed adjacent to each other in a horizontal direction and a vertical direction to each other.
  • An upper surface and a bottom surface of the wood brick are recessed in a predetermined depth in a horizontal direction to form an insertion groove into which the coupling bar is inserted.
  • the coupling bar is formed thicker than the depth of the insertion groove is characterized in that for coupling the plurality of wood bricks arranged vertically vertically.
  • the inclined surface is inclined at an angle along the edge region of the wood brick, the sealing material is applied to the inclined surface between a pair of neighboring wood bricks to block the flow of air inside and outside the wood bricks.
  • the length of the coupling bar is formed longer than the length of the wood brick, is coupled to be inserted together in the boundary region of the pair of wood brick neighboring in the horizontal direction.
  • a plurality of wood bricks are stacked in a row with a plurality of layers in a horizontal direction and a vertical direction to form a wall, and are disposed at left and right outer sides of the wall, and a coupling bar protruding outward of the wood brick is inserted and supported.
  • the vertical groove further includes a pair of support pillars formed in a predetermined depth in the vertical direction.
  • the support pillar has a plurality of vertical grooves are formed side by side in the vertical direction, the wall is coupled in a plurality of rows with respect to the support pillar.
  • the length of the coupling bar may be formed to correspond to the width between the pair of support pillars.
  • the coupling bar may be provided with a coupling groove formed in a male and female form to be engaged with each other in the coupling region with the neighboring coupling bar.
  • it further comprises a vertical fastening member which is inserted vertically through the coupling bar and the wood brick to promote the coupling force of the coupling bar and the wood brick.
  • the support pillar is provided to correspond to the height of the wooden brick, it is formed by stacking a plurality.
  • the coupling bar is arranged in a length corresponding to the length of the plurality of wood bricks, the position of the coupling bar of the lower layer and the position of the coupling bar of the upper layer is disposed to be offset from each other.
  • the wood brick assembly according to the present invention stacks a plurality of wood bricks only in the horizontal direction, and the position of the wood bricks is fixed in the horizontal and vertical directions by the insertion of the coupling bar, thereby simplifying the whole construction process.
  • the plurality of wood bricks are firmly fixed by the coupling bar, and the coupling bars are fixed again by the support pillars disposed on the left and right, so that the structural stability of the wood brick assembly can be improved.
  • the sealing material is applied along the edge area of the wood brick, it is possible to block the movement of air into and out of the wood brick to prevent corrosion of the wood brick and to improve insulation. This can reduce the thickness than conventional concrete or cement wall in order to achieve the same insulation effect can be widened in the building area.
  • the wood brick is provided with a smaller size than the log, the long log can be less deformation of the wood can increase the shelf life.
  • FIG. 1 is a perspective view showing the configuration of a wooden brick assembly according to the present invention
  • Figure 2 is a perspective view showing the configuration of the wood brick and the coupling bar of the wood brick assembly according to the present invention
  • FIG. 3 is a cross-sectional view showing a cross-sectional structure, respectively, taken along the line A-A of FIG.
  • FIG. 4 is a cross-sectional view showing a cross-sectional structure, respectively, taken along the line B-B of FIG.
  • FIG. 5 is a cross-sectional view showing a construction state of the wooden brick assembly according to the present invention.
  • FIG. 6 is a cross-sectional view showing a construction state of the wooden brick assembly according to the present invention.
  • FIG. 7 is an exemplary view showing a construction process of a wooden brick assembly according to another embodiment of the present invention.
  • FIG. 8 is an exemplary view showing a construction process of a wooden brick assembly according to another embodiment of the present invention.
  • 9 to 12 are perspective views showing various modifications of the wooden brick assembly of the present invention.
  • wood brick assembly 110 wood brick
  • FIG. 1 is a perspective view showing the configuration of a wood brick assembly 100 according to the present invention
  • Figure 2 is an exploded perspective view showing the wood brick 110 and the coupling bar 120 of the wood brick assembly 100 by disassembling. .
  • the wood brick assembly 100 includes a wood brick 110 made of wood and a coupling bar 120 for coupling the plurality of wood bricks 110 in a horizontal and vertical direction.
  • Wood brick 110 is provided with a wood brick body 111 having a predetermined size, the upper and lower surfaces of the wood brick body 111, the upper coupling groove 113 and the lower coupling groove to which the coupling bar 120 is coupled ( 115 and inclined surfaces 117 and 119 which are formed to be inclined at an angle to the edge region of the wood brick body 111.
  • Wood brick body 111 is formed in a rectangular parallelepiped shape as a whole.
  • the shape of the wood brick body 111 is formed into a rectangular parallelepiped for convenience of stacking up, down, left and right, and in some cases, one surface exposed to the inside or the outside of the building may be convexly processed. In some cases, one surface of the wood brick body 111 may be formed so that the material of the wood itself is exposed.
  • the size of the wood brick body 111 may be variably manufactured according to the type of raw wood and the type and shape of the building to be constructed.
  • the wooden brick body 111 can be used to adjust the length on the fly to fit the size of the building at the construction site.
  • the diameter is large according to the receipt and type of the raw wood, the wooden brick body 111 can be formed large, and when the diameter is small, the wooden brick body 111 can be formed small.
  • the wooden brick body 111 can be formed large.
  • the upper coupling groove 113 and the lower coupling groove 115 are formed to have a predetermined depth h1 on the upper and lower surfaces of the wood brick body 111, respectively.
  • the upper coupling groove 113 and the lower coupling groove 115 are formed across the entire area along the axial direction of the wood brick body 111.
  • the depth of the upper coupling groove 113 and the lower coupling groove 115 is formed so that the constraint force of the coupling bar 120 inserted therein can be sufficiently transmitted to the wood brick body 111.
  • the width of the upper coupling groove 113 and the lower coupling groove 115 is the same or smaller than the width of the coupling bar 120 is formed to a certain length so that the coupling bar 120 is fit fit.
  • the side slope surface 117 and the front and rear slope surfaces 119 are formed to be inclined at an angle along the edge region of the wood brick body 111 (FIGS. 3 and 4).
  • the side slope surface 117 and the front and rear slope surfaces 119 are formed in the wood brick body 111 in the form of chamfers.
  • the side slope surface 117 and the front and rear slope surfaces 119 are disposed in a boundary area in contact with each other when the plurality of wood brick bodies 111 are constructed adjacently.
  • the sealing material 150 is applied to a recessed space formed by the side slope surface 117 and the front and rear slope surfaces 119 between the pair of neighboring wood brick bodies 111.
  • the indoor and outdoor air flows through the wooden brick assembly 100 to be blocked. Therefore, it is possible to prevent corrosion of the wood brick assembly 100 and to improve the thermal insulation of the building.
  • the sealing material 150 is coated with only the outer circumference of the side with a finishing material such as silicon, or by applying a dry bit to the outer wall surface of the wooden brick 110 to block the inflow of outside air, or the ocher brick outside the wooden brick 110,
  • a finishing material such as silicon
  • the method of masonry cement brick etc. can be used.
  • Coupling bar 120 is coupled between the neighboring wooden bricks 110 so that the wooden bricks 110 are fixed in the vertical and horizontal directions.
  • the length l1 of the coupling bar 120 is formed to be at least longer than the length l2 of the wood brick 110.
  • Coupling bar 120 is provided with a length that can be inserted together in the boundary region of the two wooden bricks 110 to combine at least two wooden bricks 110 arranged in the horizontal direction adjacent.
  • the thickness h2 of the coupling bar 120 is provided to be twice the depth h1 of the upper coupling groove 113 and the lower coupling groove 115.
  • the coupling bar 120 inserted into the upper coupling groove 113 of the wooden brick 110a disposed at the lower portion is the lower coupling groove 115 of the wooden brick 110b disposed at the upper portion thereof. Inserted together in the upper wood brick (110b) and the lower wood brick (110a) to be coupled to each other.
  • the coupling bar 120 in the horizontal and vertical direction of the wall consisting of the wooden brick 110 by the horizontal coupling of the upper coupling groove 113 and the lower coupling groove 115 of the plurality of wood brick 110.
  • the engagement can be kept tight.
  • the wooden brick assembly 100 may be provided with support pillars 130 on both sides of the wall for structural stabilization of the wall consisting of a plurality of wooden bricks (110).
  • the support column 130 is disposed in contact with the outermost wood brick 110 is inserted into the coupling bar 120.
  • the vertical groove 131 into which the coupling bar 120 is inserted is formed to have a predetermined depth in the vertical direction.
  • Coupling bar 120 is coupled so that the end region 121 protrudes a predetermined length to the outside of the wooden brick 110, the end 121 of the protruding coupling bar 120 is inserted into the vertical groove 131.
  • the left and right outer edges of the wall are coupled to the support pillars 130, so that the structural stability may be improved so that the wall does not easily collapse even when an external force is applied.
  • Support pillars 130 are installed on both sides of the construction space for the construction of the wall.
  • the support column 130 is fixed to the ground and the ceiling by a fastening member (not shown) such as a nail.
  • a plurality of wood bricks 110 are stacked in the space between the pair of support pillars 130.
  • the bottom coupling bar 120a is disposed on the bottom surface G as shown in FIG. 5, and the bottom coupling bar 120a is fixed to the bottom surface G using the fastening member 140. Since the bottom coupling bar 120a only needs to be coupled to the bottom wood brick 110a, the bottom coupling bar 120a is formed to have a lower height than other coupling bars 120 and 120b.
  • both ends of the bottom coupling bar 120a is inserted into the vertical grooves 131 of the pair of support pillars 130 to be coupled to the support pillars 130.
  • the worker inserts the bottom wood bricks 110a into the bottom coupling bar 120a to fix the position.
  • the bottom insertion groove 115 of the bottom wood brick 110a is inserted into the bottom coupling bar 120a to be fitted by interference fit.
  • the upper coupling bar 120b is inserted into the upper insertion groove 113 of the bottom wood brick 110a.
  • the upper coupling bar (120b) half is inserted into the upper insertion groove 113 of the bottom wood brick (110a) and half is exposed to the top.
  • the two rows of wood bricks 110b are stacked in the same position as the floor wood bricks 110a, or as shown in FIG.
  • the second upper coupling bar 120 may be formed to have a predetermined length longer than the width of the entire wood brick wall, or may be formed to have a predetermined length longer than the length of the unit wood brick 110.
  • the wooden brick 110 is laminated in a plurality of layers to form a wall.
  • the molding material 160 is disposed and finished in the spaced space between the top wood brick 110c and the ceiling.
  • the wood brick assembly according to the present invention stacks a plurality of wood bricks only in the horizontal direction, and the position of the wood brick assembly is fixed in the horizontal and vertical directions by the insertion of the coupling bar, thereby simplifying the whole construction process.
  • the plurality of wood bricks are firmly fixed by the coupling bar, and the coupling bars are fixed again by the support pillars disposed on the left and right, so that the structural stability of the wood brick assembly can be improved.
  • the sealing material is applied along the edge area of the wood brick, it is possible to block the movement of air into and out of the wood brick to prevent corrosion of the wood brick and to improve insulation. This can reduce the thickness than conventional concrete or cement wall in order to achieve the same insulation effect can be widened in the building area.
  • the wood brick is provided with a smaller size than the log, the long log can be less deformation of the wood can increase the shelf life.
  • Figure 7 is a schematic diagram showing the configuration of a wooden brick assembly (100a) according to another embodiment of the present invention.
  • Wood brick assembly 100 according to a preferred embodiment of the present invention described above, the wall is formed only in one direction, it may be formed together in a vertical direction as shown in FIG.
  • first vertical groove 131 and the second vertical groove 133 are respectively formed in a direction perpendicular to the support pillar 130a to support the walls together in different directions.
  • four support pillars 130a may be installed at four corners of the building, and four walls may be installed between the support pillars 130a to easily construct a building.
  • Figure 8 is a schematic diagram showing the configuration of a wooden brick assembly 100b according to another embodiment of the present invention.
  • the wood brick assembly (100, 100a) is laminated to the wood brick 110 only in a row. However, when the thickness of the wall needs to be thickened according to the size and type of the building, it may be assembled into a plurality of rows as shown in FIG. 8.
  • a plurality of vertical grooves 131 may be formed on the same surface of the support column 130b and the wooden bricks 110 may be stacked in a plurality of rows.
  • the plurality of wall surfaces may be disposed to be in contact with each other or to be spaced apart from each other by a predetermined distance.
  • air is formed to form a heat insulating layer.
  • the outer wall when the outer wall is formed in a plurality of rows, the outer wall may be formed of ocher brick or cement brick, and the inner wall may be formed of wood brick 110. This is to secure the wood brick 110 is relatively vulnerable to moisture.
  • Figure 9 is a schematic diagram showing the configuration of a wooden brick assembly 100c according to another embodiment of the present invention.
  • Wood brick assembly 100 according to a preferred embodiment of the present invention described above was formed so that the support column 130 has a height corresponding to the height of the entire wall.
  • the wood brick assembly 100c according to another embodiment is formed so that the height of the support column 130a corresponds to one to three heights of the wood brick 110a.
  • each support pillar (130a, 130b, 130c) is coupled to the coupling bar 120 of each layer is fixed in position.
  • Figure 10 is a schematic diagram showing the configuration of a wooden brick assembly (100d) according to another embodiment of the present invention.
  • Wood brick assembly 100d according to another embodiment of the present invention is provided so that the length l3 of the coupling bar 120a corresponds to the width between the pair of support pillars 130.
  • one coupling bar 120a supports the entirety of the wooden brick 110 in one layer.
  • the worker arranges the plurality of wood bricks 110 next to each other and inserts one coupling bar 120a into the upper coupling groove 113 in a sliding manner on one side thereof, or combines the plurality of wood bricks 110.
  • By applying pressure at the top of the one can be installed by inserting one coupling bar (120a) into the upper coupling groove (113).
  • the worker When comparing the construction process using the coupling bar 120a corresponding to the length of the plurality of wood bricks 110 and the construction process using the coupling bar 120 corresponding to the length of one wood brick, the worker has a plurality of wood bricks. 110 can be fixed together so that the longer the length of the coupling bar (120a) can be advantageous work. In addition, since one coupling bar 120 is coupled to the plurality of wood bricks 110a together, the binding force may be simultaneously transmitted to increase structural stability.
  • Figure 11 is a schematic diagram showing a wooden brick assembly 100e according to another embodiment of the present invention.
  • the wood brick assembly 100e includes coupling grooves 121 and 123 engaged with each other in the coupling regions of the adjacent coupling bars 120b and 120c. As a result, the binding force of the coupling region may be further improved.
  • the vertical fastening member 170 may be coupled as shown in FIG. 12 to further improve the structural stability of the wall formed by the wood brick 110.
  • the vertical fastening member 170 penetrates through the coupling bar 120 and is inserted into the wooden brick 110.
  • wood star stone assembly (100g) is formed with a length that the coupling bar (120a) can cover a plurality of wood bricks (110). Then, the coupling bar 120a of the lower layer and the upper layer is disposed so as to be shifted from each other. As a result, the region to which the binding constraint force is applied may be different, and thus structural stability may be further improved.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Finishing Walls (AREA)

Abstract

The present invention relates to a wood brick assembly. The wood brick assembly comprises: a wood brick formed of wood; and a connection bar connecting a plurality of wood bricks which are adjacent to each other in horizontal and vertical directions, wherein the wood brick is provided with an insertion groove formed on the upper surface and the lower surface thereof, in which the insertion groove is recessed at a predetermined depth in the horizontal direction thereof, for inserting the connection bar thereinto, and the connection bar is configured to be thicker than the depth of the insertion groove, thereby connecting the plurality of wood bricks which are vertically arranged.

Description

목재벽돌조립체Wood Brick Assembly
본 발명은 목재벽돌조립체에 관한 것으로서, 보다 자세히는 수평방향으로 서로 결합되어 시공성과 구조적 안정성이 향상된 목재벽돌조립체를 제공하는 것이다. The present invention relates to a wood brick assembly, and more particularly, to provide a wood brick assembly which is coupled to each other in a horizontal direction to improve workability and structural stability.
태초부터 인간은 자연과 더불어 살아왔고 주거공간 역시 자연의 부산물인 나무, 흙, 나뭇잎 등을 이용하여 토담집, 나무집, 초가집 등을 짓고 살아왔다. 또한, 인체도 수천년간 그러한 환경에 적응하여 왔으나 지금의 건축자재는 튼튼함을 위해 철근과 시멘트를 사용하고, 단열을 위해 스티로폼, 석고, 우레탄 등을 사용하고 있다. 최근의 건축자재들은 인체에 나쁜 영향을 주는 것은 물론이고 이들을 얻기 위해 환경의 훼손, 매연 등 환경 오염이 발생되게 된다. 또한, 건축물의 수명이 다되어 폐기처리시 소음과 분진이 발생되고, 건축자재의 매립시에 침출수로 인한 수질오염도 문제가 된다. Since the beginning, human beings have lived with nature, and living spaces have built and built houses, tree houses, thatched houses, etc., using by-products such as trees, soil, and leaves. In addition, the human body has been adapted to such an environment for thousands of years, but current building materials use reinforcing bars and cement for strength, and styrofoam, gypsum, and urethane for insulation. Recent building materials not only have a bad effect on the human body, but also cause environmental pollution such as environmental damage and soot to obtain them. In addition, noise and dust are generated during the disposal of buildings due to the end of life of the building, and water pollution due to leachate during construction of building materials is also a problem.
이에 따라 최근에는 철근이나 콘크리트를 이용한 건축물 외에도 레져용 통나무집이나 자연 친화적인 목조 건축물들이 각광을 받고 있다. 목조 건축물은 외벽이나 내벽을 통나무 또는 원목으로 마무리하므로서 나무 자체의 특성을 충분히 살려 건축물을 미려하도록 하고, 사용자에게 안락함과 쾌적함을 제공한다. As a result, in recent years, in addition to reinforcement or concrete constructions, leisure cabins and nature-friendly wooden buildings are in the spotlight. The wooden building finishes the outer wall or the inner wall with logs or solid wood, and makes the building beautiful by making full use of the characteristics of the tree itself, and provides the user with comfort and comfort.
나무로 지은 건축물은 습기를 잘 흡수하여 인체에 유해한 요소를 제거하고, 통풍성이 우수하여 여름에는 시원하며 보온성이 탁월하여 겨울에는 따듯한 장점이 있다. Wooden buildings absorb moisture well to remove harmful elements to the human body, and have excellent ventilation, which is cool in summer and excellent in warmth.
이에 나무벽돌을 건축물의 내장재 또는 외장재로 활용하는 내용이 등록특허 제10-0363524호에 "건축용 외장패널"이 개시되어 있고, 조립식으로 목재 블록을 조립하여 내외벽체로 활용하는 기술이 등록특허 제10-0062373호에 개시되어 있다. In this regard, the contents of utilizing wood brick as a building material or exterior material of a building are disclosed in "Patent No. 10-0363524", and a technology for assembling wooden blocks and using them as interior and exterior walls is prefabricated. -0062373.
그러나, 개시된 구조들은 모두 목재 블록에 결합홈과 돌기를 형성하여 퍼즐방식으로 조립되는 형태로, 견고한 조립을 할 수 없음은 물론 다양한 형태의 조적이 불가능한 한계가 있었다. However, all of the disclosed structures in the form of the coupling grooves and protrusions in the wood block is assembled in a puzzle manner, there is a limitation that can not be solid assembly, as well as various forms of masonry.
본 발명의 목적은 상술한 문제를 해결하기 위한 것으로, 목재벽돌을 수평방향으로 서로 결합시키는 형태로 조립되어 견고하게 시공이 가능한 목재벽돌조립체를 제공하는 것이다. An object of the present invention is to solve the above problems, to provide a wood brick assembly that can be firmly constructed by assembling the wood bricks to each other in the horizontal direction.
본 발명의 다른 목적은 시공이 간단하여 시공시간과 시공비용을 줄일 수 있는 목재벽돌조립체를 제공하는 것이다. Another object of the present invention is to provide a wooden brick assembly that can be simple construction to reduce the construction time and construction cost.
본 발명의 또 따른 목적은 건축물의 형태에 따라 다양한 형태로 변형하여 시공할 수 있는 목재벽돌조립체를 제공하는 것이다. Still another object of the present invention is to provide a wooden brick assembly that can be modified and constructed in various forms according to the shape of a building.
본 발명의 상기 목적과 여러 가지 장점은 이 기술분야에 숙련된 사람들에 의해 본 발명의 바람직한 실시예로부터 더욱 명확하게 될 것이다.The above objects and various advantages of the present invention will become more apparent from the preferred embodiments of the present invention by those skilled in the art.
본 발명의 목적은 나무벽돌조립체에 의해 달성될 수 있다. 본 발명의 나무벽돌조립체는, 목재로 형성되는 목재벽돌과; 수평방향 및 수직방향으로 서로 이웃하게 배치된 복수개의 목재벽돌을 서로 결합시키는 결합바를 포함하며, 상기 목재벽돌의 상면과 하면에는 수평방향으로 일정깊이 함몰형성되어 상기 결합바가 삽입되는 삽입홈이 형성되고, 상기 결합바는 상기 삽입홈의 깊이보다 두껍게 형성되어 상하로 수직하게 배치된 복수개의 목재벽돌을 서로 결합시키는 것을 특징으로 한다. The object of the present invention can be achieved by a wooden brick assembly. Wood brick assembly of the present invention, the wood brick formed of wood; And a coupling bar for coupling the plurality of wood bricks disposed adjacent to each other in a horizontal direction and a vertical direction to each other. An upper surface and a bottom surface of the wood brick are recessed in a predetermined depth in a horizontal direction to form an insertion groove into which the coupling bar is inserted. , The coupling bar is formed thicker than the depth of the insertion groove is characterized in that for coupling the plurality of wood bricks arranged vertically vertically.
일 실시예에 따르면, 상기 목재벽돌의 테두리영역을 따라 일정각도 경사진 경사면이 형성되며, 이웃하는 한 쌍의 목재벽돌 사이의 경사면에는 실링재가 도포되어 상기 목재벽돌 내외부의 공기의 흐름을 차단한다. According to one embodiment, the inclined surface is inclined at an angle along the edge region of the wood brick, the sealing material is applied to the inclined surface between a pair of neighboring wood bricks to block the flow of air inside and outside the wood bricks.
일 실시예에 따르면, 상기 결합바의 길이는 상기 목재벽돌의 길이보다 길게 형성되며, 수평방향으로 이웃하는 한 쌍의 목재벽돌의 경계영역에 함께 삽입되게 결합된다. According to one embodiment, the length of the coupling bar is formed longer than the length of the wood brick, is coupled to be inserted together in the boundary region of the pair of wood brick neighboring in the horizontal direction.
일 실시예에 따르면, 복수개의 목재벽돌이 수평방향 및 수직방향으로 복수개의 층과 열로 적층되어 벽체를 형성하고, 상기 벽체의 좌우 외곽에 배치되며 상기 목재벽돌의 외측으로 돌출형성된 결합바가 삽입 지지되는 수직홈이 수직방향으로 일정깊이 형성된 한 쌍의 지지기둥을 더 포함한다. According to an embodiment, a plurality of wood bricks are stacked in a row with a plurality of layers in a horizontal direction and a vertical direction to form a wall, and are disposed at left and right outer sides of the wall, and a coupling bar protruding outward of the wood brick is inserted and supported. The vertical groove further includes a pair of support pillars formed in a predetermined depth in the vertical direction.
일 실시예에 따르면, 상기 지지기둥에는 수직방향으로 나란하게 복수개의 수직홈이 형성되고, 상기 벽체는 상기 지지기둥에 대해 복수개의 열로 결합된다. According to one embodiment, the support pillar has a plurality of vertical grooves are formed side by side in the vertical direction, the wall is coupled in a plurality of rows with respect to the support pillar.
일 실시예에 따르면, 상기 결합바의 길이는 한 쌍의 지지기둥 사이의 폭에 대응되도록 형성될 수 있다. According to one embodiment, the length of the coupling bar may be formed to correspond to the width between the pair of support pillars.
일 실시예에 따르면, 상기 결합바는 이웃하는 결합바와의 결합영역에 서로 맞물리게 암수 형태로 형성되는 결합홈이 구비될 수 있다. According to one embodiment, the coupling bar may be provided with a coupling groove formed in a male and female form to be engaged with each other in the coupling region with the neighboring coupling bar.
일 실시예에 따르면, 상기 결합바와 상기 목재벽돌을 관통해서 수직하게 삽입되어 상기 결합바와 상기 목재벽돌의 결합력을 증진시키는 수직체결부재를 더 포함한다. According to one embodiment, it further comprises a vertical fastening member which is inserted vertically through the coupling bar and the wood brick to promote the coupling force of the coupling bar and the wood brick.
일 실시예에 따르면, 상기 지지기둥은 상기 목재벽돌의 높이에 대응되게 구비되며, 복수개가 적층되어 형성된다. According to one embodiment, the support pillar is provided to correspond to the height of the wooden brick, it is formed by stacking a plurality.
일 실시예에 따르면, 상기 결합바는 복수개의 목재벽돌의 길이에 대응되는 길이로 배치되며, 아래층의 결합바의 위치와 위층의 결합바의 위치가 서로 어긋나게 배치된다. According to one embodiment, the coupling bar is arranged in a length corresponding to the length of the plurality of wood bricks, the position of the coupling bar of the lower layer and the position of the coupling bar of the upper layer is disposed to be offset from each other.
본 발명에 따른 목재벽돌조립체는 복수개의 목재벽돌을 수평방향으로만 적층하고, 결합바의 삽입에 의해 수평방향 및 수직방향으로 위치가 고정되므로 전체 시공과정이 간단해질 수 있다. The wood brick assembly according to the present invention stacks a plurality of wood bricks only in the horizontal direction, and the position of the wood bricks is fixed in the horizontal and vertical directions by the insertion of the coupling bar, thereby simplifying the whole construction process.
또한, 결합바에 의해 복수개의 목재벽돌이 견고하게 고정되고, 좌우에 배치된 지지기둥에 의해 결합바가 다시 고정되므로 목재벽돌조립체의 구조적 안정성이 향상될 수 있다. In addition, the plurality of wood bricks are firmly fixed by the coupling bar, and the coupling bars are fixed again by the support pillars disposed on the left and right, so that the structural stability of the wood brick assembly can be improved.
또한, 목재벽돌의 테두리영역을 따라 실링재를 도포하게 되므로 내외부로의 공기이동을 차단하여 목재벽돌의 부식을 방지하고 단열성을 향상시킬 수 있다. 이에 의해 동일한 단열효과를 구현하기 위해 종래 콘크리트 또는 시멘트 벽체 보다 두께를 줄일 수 있으므로 건축시 실면적을 넓힐 수 있다. In addition, since the sealing material is applied along the edge area of the wood brick, it is possible to block the movement of air into and out of the wood brick to prevent corrosion of the wood brick and to improve insulation. This can reduce the thickness than conventional concrete or cement wall in order to achieve the same insulation effect can be widened in the building area.
또한, 목재벽돌은 통나무에 비해 작은 크기로 구비되므로, 길이가 긴 통나무에 의해 목재의 변형이 적어 보존성이 증가될 수 있다. In addition, since the wood brick is provided with a smaller size than the log, the long log can be less deformation of the wood can increase the shelf life.
도 1은 본 발명에 따른 목재벽돌조립체의 구성을 도시한 사시도,1 is a perspective view showing the configuration of a wooden brick assembly according to the present invention,
도 2는 본 발명에 따른 목재벽돌조립체의 목재벽돌과 결합바의 구성을 도시한 사시도,Figure 2 is a perspective view showing the configuration of the wood brick and the coupling bar of the wood brick assembly according to the present invention,
도 3은 도 2의 A-A선에 따른 단면구성을 각각 도시한 단면도이고,3 is a cross-sectional view showing a cross-sectional structure, respectively, taken along the line A-A of FIG.
도 4는 도 2의 B-B선에 따른 단면구성을 각각 도시한 단면도이고,4 is a cross-sectional view showing a cross-sectional structure, respectively, taken along the line B-B of FIG.
도 5는 본 발명에 따른 목재벽돌조립체의 시공상태를 도시한 단면도,5 is a cross-sectional view showing a construction state of the wooden brick assembly according to the present invention,
도 6은 본 발명에 따른 목재벽돌조립체의 시공상태를 도시한 단면도,6 is a cross-sectional view showing a construction state of the wooden brick assembly according to the present invention,
도 7은 본 발명의 다른 실시예에 따른 목재벽돌조립체의 시공과정을 도시한 예시도이고,7 is an exemplary view showing a construction process of a wooden brick assembly according to another embodiment of the present invention,
도 8은 본 발명의 또 다른 실시예에 따른 목재벽돌조립체의 시공과정을 도시한 예시도이고, 8 is an exemplary view showing a construction process of a wooden brick assembly according to another embodiment of the present invention,
도 9 내지 도 12는 본 발명의 목재벽돌조립체의 다양한 변형예를 도시한 사시도들이다. 9 to 12 are perspective views showing various modifications of the wooden brick assembly of the present invention.
<도면 부호의 설명><Description of Drawing>
100 : 목재벽돌조립체 110 : 목재벽돌100: wood brick assembly 110: wood brick
111 : 목재벽돌본체 113 : 상부결합홈111: wood brick body 113: upper coupling groove
115 : 하부결합홈 117 : 측면경사면115: lower coupling groove 117: side slope
119 : 전후경사면 120 : 결합바119: front and rear sloped surface 120: coupling bar
130 : 지지기둥 131 : 수직홈130: support pillar 131: vertical groove
140 : 고정부재 150 : 실링재140: fixing member 150: sealing material
160 : 마감재160: finish
본 발명을 충분히 이해하기 위해서 본 발명의 바람직한 실시예를 첨부 도면을 참조하여 설명한다. 본 발명의 실시예는 여러 가지 형태로 변형될 수 있으며, 본 발명의 범위가 아래에서 상세히 설명하는 실시예로 한정되는 것으로 해석되어서는 안 된다. 본 실시예는 당업계에서 평균적인 지식을 가진 자에게 본 발명을 보다 완전하게 설명하기 위해서 제공되어지는 것이다. 따라서 도면에서의 요소의 형상 등은 보다 명확한 설명을 강조하기 위해서 과장되어 표현될 수 있다. 각 도면에서 동일한 부재는 동일한 참조부호로 도시한 경우가 있음을 유의하여야 한다. 본 발명의 요지를 불필요하게 흐릴 수 있다고 판단되는 공지 기능 및 구성에 대한 상세한 기술은 생략된다.In order to fully understand the present invention, preferred embodiments of the present invention will be described with reference to the accompanying drawings. Embodiment of the present invention may be modified in various forms, the scope of the invention should not be construed as limited to the embodiments described in detail below. This embodiment is provided to more completely explain the present invention to those skilled in the art. Therefore, the shape of the elements in the drawings and the like may be exaggerated to emphasize a more clear description. It should be noted that the same members in each drawing are sometimes shown with the same reference numerals. Detailed descriptions of well-known functions and configurations that are determined to unnecessarily obscure the subject matter of the present invention are omitted.
도 1은 본 발명에 따른 목재벽돌조립체(100)의 구성을 도시한 사시도이고, 도 2는 목재벽돌조립체(100)의 목재벽돌(110)과 결합바(120)를 분해하여 도시한 분해사시도이다. 1 is a perspective view showing the configuration of a wood brick assembly 100 according to the present invention, Figure 2 is an exploded perspective view showing the wood brick 110 and the coupling bar 120 of the wood brick assembly 100 by disassembling. .
도시된 바와 같이 본 발명에 따른 목재벽돌조립체(100)는 목재로 이루어진 목재벽돌(110)과, 복수개의 목재벽돌(110)을 수평 및 수직방향으로 결합시키는 결합바(120)를 포함한다. 목재벽돌(110)은 일정크기를 갖는 목재벽돌본체(111)와, 목재벽돌본체(111)의 상면과 하면에 구비되어 결합바(120)가 결합되는 상부결합홈(113) 및 하부결합홈(115)과, 목재벽돌본체(111)의 테두리영역에 일정각도 경사지게 형성되는 경사면(117,119)을 포함한다. As shown, the wood brick assembly 100 according to the present invention includes a wood brick 110 made of wood and a coupling bar 120 for coupling the plurality of wood bricks 110 in a horizontal and vertical direction. Wood brick 110 is provided with a wood brick body 111 having a predetermined size, the upper and lower surfaces of the wood brick body 111, the upper coupling groove 113 and the lower coupling groove to which the coupling bar 120 is coupled ( 115 and inclined surfaces 117 and 119 which are formed to be inclined at an angle to the edge region of the wood brick body 111.
목재벽돌본체(111)는 전체적으로 직육면체형상으로 형성된다. 목재벽돌본체(111)의 형상은 상하좌우의 적층의 편의를 위해 직육면체로 형상되며, 경우에 따라 건물의 내측 또는 외측으로 드러나는 일면은 볼록하게 가공될 수 있다. 또한, 경우에 따라 목재벽돌본체(111)의 일면은 나무 자체의 재질이 그대로 드러나게 형성될 수 있다. Wood brick body 111 is formed in a rectangular parallelepiped shape as a whole. The shape of the wood brick body 111 is formed into a rectangular parallelepiped for convenience of stacking up, down, left and right, and in some cases, one surface exposed to the inside or the outside of the building may be convexly processed. In some cases, one surface of the wood brick body 111 may be formed so that the material of the wood itself is exposed.
목재벽돌본체(111)의 크기는 원 목재의 종류와, 시공될 건축물의 종류 및 형상에 따라 가변적으로 제조될 수 있다. 또한, 목재벽돌본체(111)는 시공현장에서 건축물의 크기에 맞게 즉석에서 길이를 조절하여 사용할 수 있다. 원 목재의 수령과 종류에 따라 직경이 큰 경우, 목재벽돌본체(111)를 크게 형성할 수 있고, 직경이 작은 경우 목재벽돌본체(111)를 작게 형성할 수 있다. 또한, 건물의 외벽을 한 겹의 목재벽돌본체(111)로 두껍게 시공할 경우 목재벽돌본체(111)를 크게 형성할 수 있다. The size of the wood brick body 111 may be variably manufactured according to the type of raw wood and the type and shape of the building to be constructed. In addition, the wooden brick body 111 can be used to adjust the length on the fly to fit the size of the building at the construction site. When the diameter is large according to the receipt and type of the raw wood, the wooden brick body 111 can be formed large, and when the diameter is small, the wooden brick body 111 can be formed small. In addition, when the outer wall of the building is thickly constructed with a single layer of wooden brick body 111, the wooden brick body 111 can be formed large.
상부결합홈(113)과 하부결합홈(115)은 목재벽돌본체(111)의 상면과 하면에 각각 일정깊이(h1) 함몰되게 형성된다. 상부결합홈(113)과 하부결합홈(115)은 목재벽돌본체(111)의 축방향을 따라 전체 영역에 가로질러 형성된다. The upper coupling groove 113 and the lower coupling groove 115 are formed to have a predetermined depth h1 on the upper and lower surfaces of the wood brick body 111, respectively. The upper coupling groove 113 and the lower coupling groove 115 are formed across the entire area along the axial direction of the wood brick body 111.
상부결합홈(113)과 하부결합홈(115)의 깊이는 내부에 삽입된 결합바(120)의 구속력이 충분히 목재벽돌본체(111)로 전달될 수 있도록 형성된다. 또한, 상부결합홈(113)과 하부결합홈(115)의 폭은 결합바(120)의 폭과 동일하거나 일정 길이 작게 형성되어 결합바(120)가 억지끼워맞춤 결합되도록 한다. The depth of the upper coupling groove 113 and the lower coupling groove 115 is formed so that the constraint force of the coupling bar 120 inserted therein can be sufficiently transmitted to the wood brick body 111. In addition, the width of the upper coupling groove 113 and the lower coupling groove 115 is the same or smaller than the width of the coupling bar 120 is formed to a certain length so that the coupling bar 120 is fit fit.
측면경사면(117)과 전후경사면(119)은 목재벽돌본체(111)의 테두리영역을 따라 일정각도 경사지게 형성된다 (도 3, 도 4). 측면경사면(117)과 전후경사면(119)은 모따기 형태로 목재벽돌본체(111)에 형성된다. 측면경사면(117)과 전후경사면(119)은 복수개의 목재벽돌본체(111)를 인접하게 시공할 경우, 서로 접하는 경계영역에 배치된다. 이웃하는 한 쌍의 목재벽돌본체(111) 사이의 측면경사면(117)과 전후경사면(119)에 의해 형성되는 함몰공간으로 실링재(150)가 도포된다. The side slope surface 117 and the front and rear slope surfaces 119 are formed to be inclined at an angle along the edge region of the wood brick body 111 (FIGS. 3 and 4). The side slope surface 117 and the front and rear slope surfaces 119 are formed in the wood brick body 111 in the form of chamfers. The side slope surface 117 and the front and rear slope surfaces 119 are disposed in a boundary area in contact with each other when the plurality of wood brick bodies 111 are constructed adjacently. The sealing material 150 is applied to a recessed space formed by the side slope surface 117 and the front and rear slope surfaces 119 between the pair of neighboring wood brick bodies 111.
이에 따라 시공 후 목재벽돌조립체(100)를 통한 실내와 실외의 공기의 흐름을 차단하게 된다. 따라서, 목재벽돌조립체(100)의 부식을 방지하고 건축물의 단열성을 향상시킬 수 있다. Accordingly, after construction, the indoor and outdoor air flows through the wooden brick assembly 100 to be blocked. Therefore, it is possible to prevent corrosion of the wood brick assembly 100 and to improve the thermal insulation of the building.
여기서, 실링재(150)는 실리콘과 같은 마감재로 사이드의 외주연만 도포하거나, 목재벽돌(110)의 외벽면에 드라이비트를 발라 외기의 유입을 차단하거나, 목재벽돌(110) 외측에 황토벽돌, 시멘트벽돌 등을 조적하는 방법이 사용될 수 있다. Here, the sealing material 150 is coated with only the outer circumference of the side with a finishing material such as silicon, or by applying a dry bit to the outer wall surface of the wooden brick 110 to block the inflow of outside air, or the ocher brick outside the wooden brick 110, The method of masonry cement brick etc. can be used.
결합바(120)는 이웃하는 목재벽돌(110) 사이에 결합되어 목재벽돌(110)이 수직방향 및 수평방향으로 위치가 고정되도록 한다. 결합바(120)의 길이(l1)는 최소한 목재벽돌(110)의 길이(l2) 보다 길게 형성된다. 결합바(120)는 수평방향으로 이웃하게 배치되는 최소 두 장의 목재벽돌(110)을 결합시키기 위해 두 장의 목재벽돌(110)의 경계영역에 함께 삽입될 수 있는 길이로 구비된다. Coupling bar 120 is coupled between the neighboring wooden bricks 110 so that the wooden bricks 110 are fixed in the vertical and horizontal directions. The length l1 of the coupling bar 120 is formed to be at least longer than the length l2 of the wood brick 110. Coupling bar 120 is provided with a length that can be inserted together in the boundary region of the two wooden bricks 110 to combine at least two wooden bricks 110 arranged in the horizontal direction adjacent.
결합바(120)의 두께(h2)는 상부결합홈(113)과 하부결합홈(115)의 깊이(h1)의 두배가 되도록 구비된다. 이에 의해 도 4에 도시된 바와 같이 하부에 배치된 목재벽돌(110a)의 상부결합홈(113)에 삽입된 결합바(120)가 상부에 배치된 목재벽돌(110b)의 하부결합홈(115)에 함께 삽입되어 상부 목재벽돌(110b)과 하부 목재벽돌(110a)이 서로 결합되도록 한다.  The thickness h2 of the coupling bar 120 is provided to be twice the depth h1 of the upper coupling groove 113 and the lower coupling groove 115. As a result, as shown in FIG. 4, the coupling bar 120 inserted into the upper coupling groove 113 of the wooden brick 110a disposed at the lower portion is the lower coupling groove 115 of the wooden brick 110b disposed at the upper portion thereof. Inserted together in the upper wood brick (110b) and the lower wood brick (110a) to be coupled to each other.
즉, 결합바(120)가 복수개의 목재벽돌(110)의 상부결합홈(113) 및 하부결합홈(115)으로의 수평결합에 의해 목재벽돌(110)로 이루어진 벽체의 수평방향 및 수직방향의 결합상태가 견고하게 유지될 수 있다. That is, the coupling bar 120 in the horizontal and vertical direction of the wall consisting of the wooden brick 110 by the horizontal coupling of the upper coupling groove 113 and the lower coupling groove 115 of the plurality of wood brick 110. The engagement can be kept tight.
한편, 목재벽돌조립체(100)는 복수개의 목재벽돌(110)로 이루어진 벽체의 구조적 안정화를 위해 벽체의 양측에 지지기둥(130)을 구비할 수 있다. 지지기둥(130)은 최외곽 목재벽돌(110)에 접하게 배치되어 결합바(120)에 삽입된다. On the other hand, the wooden brick assembly 100 may be provided with support pillars 130 on both sides of the wall for structural stabilization of the wall consisting of a plurality of wooden bricks (110). The support column 130 is disposed in contact with the outermost wood brick 110 is inserted into the coupling bar 120.
지지기둥(130)의 내측면에는 결합바(120)가 삽입되는 수직홈(131)이 수직방향으로 일정깊이 함몰 형성된다. 결합바(120)는 목재벽돌(110)의 외측으로 단부영역(121)이 일정 길이 돌출되도록 결합되고, 돌출된 결합바(120)의 단부(121)는 수직홈(131)에 삽입된다. 이에 의해 벽체의 좌우 외곽이 지지기둥(130)에 결합되어 외력이 작용하더라도 벽체가 쉽게 무너지지 않도록 구조적 안정성이 향상될 수 있다.On the inner surface of the support column 130, the vertical groove 131 into which the coupling bar 120 is inserted is formed to have a predetermined depth in the vertical direction. Coupling bar 120 is coupled so that the end region 121 protrudes a predetermined length to the outside of the wooden brick 110, the end 121 of the protruding coupling bar 120 is inserted into the vertical groove 131. As a result, the left and right outer edges of the wall are coupled to the support pillars 130, so that the structural stability may be improved so that the wall does not easily collapse even when an external force is applied.
이러한 구성을 갖는 본 발명에 따른 목재벽돌조립체(100)의 시공과정을 도 1 내지 도 6을 참조하여 설명한다. The construction process of the wood brick assembly 100 according to the present invention having such a configuration will be described with reference to FIGS. 1 to 6.
벽체의 시공을 위해 시공공간의 양측에 지지기둥(130)을 설치한다. 지지기둥(130)은 못과 같은 체결부재(미도시)에 의해 지면과 천정 등에 고정된다. Support pillars 130 are installed on both sides of the construction space for the construction of the wall. The support column 130 is fixed to the ground and the ceiling by a fastening member (not shown) such as a nail.
한 쌍의 지지기둥(130) 사이의 공간에 복수개의 목재벽돌(110)을 조적한다. 이 때, 도 5에 도시된 바와 같이 바닥면(G)에 바닥 결합바(120a)를 배치하고, 체결부재(140)를 이용해 바닥 결합바(120a)를 바닥면(G)에 고정시킨다. 바닥 결합바(120a)는 바닥 목재벽돌(110a)에만 결합되면 되므로 다른 결합바(120,120b) 보다 높이가 낮게 형성된다. 여기서, 바닥 결합바(120a)의 양단부는 한 쌍의 지지기둥(130)의 수직홈(131)에 삽입되어 지지기둥(130)과 결합된다. A plurality of wood bricks 110 are stacked in the space between the pair of support pillars 130. At this time, the bottom coupling bar 120a is disposed on the bottom surface G as shown in FIG. 5, and the bottom coupling bar 120a is fixed to the bottom surface G using the fastening member 140. Since the bottom coupling bar 120a only needs to be coupled to the bottom wood brick 110a, the bottom coupling bar 120a is formed to have a lower height than other coupling bars 120 and 120b. Here, both ends of the bottom coupling bar 120a is inserted into the vertical grooves 131 of the pair of support pillars 130 to be coupled to the support pillars 130.
바닥 결합바(120a)가 고정 설치되면, 작업자는 바닥 목재벽돌(110a)들을 바닥 결합바(120a)에 삽입하여 위치를 고정한다. 바닥 목재벽돌(110a)의 하부삽입홈(115)을 바닥 결합바(120a)에 삽입하여 억지끼워맞춤 한다. When the bottom coupling bar 120a is fixedly installed, the worker inserts the bottom wood bricks 110a into the bottom coupling bar 120a to fix the position. The bottom insertion groove 115 of the bottom wood brick 110a is inserted into the bottom coupling bar 120a to be fitted by interference fit.
그리고, 바닥 목재벽돌(110a)의 상부삽입홈(113)에 상부결합바(120b)를 삽입한다. 이 때, 상부결합바(120b)는 절반은 바닥 목재벽돌(110a)의 상부삽입홈(113)에 삽입되고 절반은 상부로 노출된다. Then, the upper coupling bar 120b is inserted into the upper insertion groove 113 of the bottom wood brick 110a. At this time, the upper coupling bar (120b) half is inserted into the upper insertion groove 113 of the bottom wood brick (110a) and half is exposed to the top.
바닥 목재벽돌(110a)의 위치가 고정되면, 상부에 2열의 목재벽돌(110b)을 적층한다. 2열의 목재벽돌(110b)은 하부삽입홈(115)에 상방향으로 노출된 상부결합바(120b)에 결합되어 위치가 고정된다. When the position of the bottom wood brick 110a is fixed, two rows of wood bricks 110b are stacked. Two rows of wood bricks (110b) is coupled to the upper coupling bar (120b) exposed to the lower insertion groove 115 in the upward position is fixed.
여기서, 2열의 목재벽돌(110b)들은 바닥 목재벽돌(110a)과 동일한 위치로 적층되거나, 도1에 도시된 바와 같이 일정간격 수평방향으로 위치를 이동시켜 적층한다. Here, the two rows of wood bricks 110b are stacked in the same position as the floor wood bricks 110a, or as shown in FIG.
2열의 목재벽돌(110b)을 적층할 때, 각 목재벽돌(110b)의 하부는 상부결합바(120b)에 위치가 고정되어 있으므로 2열의 목재벽돌(110b)의 상부에 제2 상부결합바(120c)를 용이하게 삽입할 수 있다. 이 때, 제2상부결합바(120)는 전체 목재벽돌벽의 폭 보다 일정 길이 길게 형성되거나, 단위 목재벽돌(110)의 길이 보다 일정 길이 길게형성될 수 있다.When stacking two rows of wood bricks 110b, the lower portion of each wood brick 110b is fixed to the upper coupling bar 120b, so the second upper coupling bar 120c is placed on top of the two rows of wood bricks 110b. ) Can be easily inserted. In this case, the second upper coupling bar 120 may be formed to have a predetermined length longer than the width of the entire wood brick wall, or may be formed to have a predetermined length longer than the length of the unit wood brick 110.
동일한 방식으로 목재벽돌(110)을 복수개의 층으로 적층하여 벽체를 형성한다. 목재벽돌(110)의 적층이 완료된 후, 최상위 목재벽돌(110c)와 천정 사이의 이격공간에는 몰딩재(160)를 배치하여 마감한다. In the same manner, the wooden brick 110 is laminated in a plurality of layers to form a wall. After the lamination of the wood brick 110 is completed, the molding material 160 is disposed and finished in the spaced space between the top wood brick 110c and the ceiling.
한편, 각 층의 목재벽돌(110)의 적층이 완료되면 도 6에 도시된 바와 같이 이웃하는 목재벽돌(110)의 경계영역에 형성된 측면 경사면(117)과 전후 경사면(119)에 실링재(150)를 도포하여 벽체 내외의 공기의 이동을 차단시킨다. On the other hand, when the lamination of the wood brick 110 of each layer is completed, as shown in FIG. 6, the sealing material 150 on the side slope 117 and the front and rear slopes 119 formed in the boundary region of the adjacent wood brick 110. Apply to block the movement of air in and out of the wall.
이러한 방식으로 목재벽돌조립체(100)의 시공을 완성할 수 있다. In this way it is possible to complete the construction of the wooden brick assembly 100.
상술한 바와 같이 본 발명에 따른 목재벽돌조립체는 복수개의 목재벽돌을 수평방향으로만 적층하고, 결합바의 삽입에 의해 수평방향 및 수직방향으로 위치가 고정되므로 전체 시공과정이 간단해질 수 있다. As described above, the wood brick assembly according to the present invention stacks a plurality of wood bricks only in the horizontal direction, and the position of the wood brick assembly is fixed in the horizontal and vertical directions by the insertion of the coupling bar, thereby simplifying the whole construction process.
또한, 결합바에 의해 복수개의 목재벽돌이 견고하게 고정되고, 좌우에 배치된 지지기둥에 의해 결합바가 다시 고정되므로 목재벽돌조립체의 구조적 안정성이 향상될 수 있다. In addition, the plurality of wood bricks are firmly fixed by the coupling bar, and the coupling bars are fixed again by the support pillars disposed on the left and right, so that the structural stability of the wood brick assembly can be improved.
또한, 목재벽돌의 테두리영역을 따라 실링재를 도포하게 되므로 내외부로의 공기이동을 차단하여 목재벽돌의 부식을 방지하고 단열성을 향상시킬 수 있다. 이에 의해 동일한 단열효과를 구현하기 위해 종래 콘크리트 또는 시멘트 벽체 보다 두께를 줄일 수 있으므로 건축시 실면적을 넓힐 수 있다. In addition, since the sealing material is applied along the edge area of the wood brick, it is possible to block the movement of air into and out of the wood brick to prevent corrosion of the wood brick and to improve insulation. This can reduce the thickness than conventional concrete or cement wall in order to achieve the same insulation effect can be widened in the building area.
또한, 목재벽돌은 통나무에 비해 작은 크기로 구비되므로, 길이가 긴 통나무에 의해 목재의 변형이 적어 보존성이 증가될 수 있다. In addition, since the wood brick is provided with a smaller size than the log, the long log can be less deformation of the wood can increase the shelf life.
한편, 도 7은 본 발명의 다른 실시예에 따른 목재벽돌조립체(100a)의 구성을 도시한 개략도이다. On the other hand, Figure 7 is a schematic diagram showing the configuration of a wooden brick assembly (100a) according to another embodiment of the present invention.
앞서 설명한 본 발명의 바람직한 실시예에 따른 목재벽돌조립체(100)는 벽체가 한 방향으로만 형성되나, 도 6에 도시된 바와 같이 수직한 방향으로 함께 형성될 수도 있다. Wood brick assembly 100 according to a preferred embodiment of the present invention described above, the wall is formed only in one direction, it may be formed together in a vertical direction as shown in FIG.
이 경우, 지지기둥(130a)에 수직한 방향으로 제1수직홈(131)과 제2수직홈(133)이 각각 형성되어 서로 다른 방향에서 벽체를 함께 지지한다. 이러한 방식으로 건물의 네 모서리에 네 개의 지지기둥(130a)을 설치하고 네 벽면을 각 지지기둥(130a) 사이에 설치하여 간편하게 건축물을 시공할 수 있다. In this case, the first vertical groove 131 and the second vertical groove 133 are respectively formed in a direction perpendicular to the support pillar 130a to support the walls together in different directions. In this way, four support pillars 130a may be installed at four corners of the building, and four walls may be installed between the support pillars 130a to easily construct a building.
한편, 도 8은 본 발명의 또 다른 실시예에 따른 목재벽돌조립체(100b)의 구성을 도시한 개략도이다. On the other hand, Figure 8 is a schematic diagram showing the configuration of a wooden brick assembly 100b according to another embodiment of the present invention.
상술한 목재벽돌조립체(100,100a)는 목재벽돌(110)을 일렬로만 적층하고 있다. 그러나, 건축물의 크기와 종류에 따라 벽체의 두께를 두껍게 해야할 경우 도 8에 도시된 바와 같이 복수개의 열로 조립할 수도 있다. The wood brick assembly (100, 100a) is laminated to the wood brick 110 only in a row. However, when the thickness of the wall needs to be thickened according to the size and type of the building, it may be assembled into a plurality of rows as shown in FIG. 8.
이 경우, 지지기둥(130b)의 동일한 면에 복수개의 수직홈(131)을 형성하고 목재벽돌(110)을 복수열로 적층할 수 있다. In this case, a plurality of vertical grooves 131 may be formed on the same surface of the support column 130b and the wooden bricks 110 may be stacked in a plurality of rows.
이 때, 복수개의 벽면은 서로 접촉되게 배치되거나 일정거리 이격되게 배치될 수 있다. 외벽면과 내벽면 사이에 이격공간을 형성할 경우, 공기가 형성되어 단열층을 형성하게 된다. In this case, the plurality of wall surfaces may be disposed to be in contact with each other or to be spaced apart from each other by a predetermined distance. When a space is formed between the outer wall surface and the inner wall surface, air is formed to form a heat insulating layer.
또한, 외벽을 복수개의 열로 형성할 때 외벽은 황토벽돌 또는 시멘트 벽돌로 형성하고, 내벽은 목재벽돌(110)로 형성할 수 있다. 이는 목재벽돌(110)이 상대적으로 수분에 취약한 것으로 보안하기 위함이다. In addition, when the outer wall is formed in a plurality of rows, the outer wall may be formed of ocher brick or cement brick, and the inner wall may be formed of wood brick 110. This is to secure the wood brick 110 is relatively vulnerable to moisture.
한편, 도 9는 본 발명의 또 다른 실시예에 따른 목재벽돌조립체(100c)의 구성을 도시한 개략도이다. 앞서 설명한 본 발명의 바람직한 실시예에 따른 목재벽돌조립체(100)은 지지기둥(130)이 전체 벽체의 높이에 대응되는 높이를 갖도록 형성되었다. 반면, 또 다른 실시예에 따른 목재벽돌조립체(100c)는 지지기둥(130a)의 높이가 목재벽돌(110a) 한 개 내지 세 개의 높이에 대응되게 형성된다. On the other hand, Figure 9 is a schematic diagram showing the configuration of a wooden brick assembly 100c according to another embodiment of the present invention. Wood brick assembly 100 according to a preferred embodiment of the present invention described above was formed so that the support column 130 has a height corresponding to the height of the entire wall. On the other hand, the wood brick assembly 100c according to another embodiment is formed so that the height of the support column 130a corresponds to one to three heights of the wood brick 110a.
이에 따라 복수개의 지지기둥(130a,130b,130c)가 서로 수직하게 적층되어 벽체를 지지하게 된다. 각 지지기둥(130a,130b,130c)은 각 층의 결합바(120)와 결합되어 위치가 고정되게 된다.Accordingly, the plurality of support pillars 130a, 130b, and 130c are vertically stacked to support the walls. Each support pillar (130a, 130b, 130c) is coupled to the coupling bar 120 of each layer is fixed in position.
한편, 도 10은 본 발명의 또 다른 실시예에 따른 목재벽돌조립체(100d)의 구성을 도시한 개략도이다. 본 발명의 또 다른 실시예에 따른 목재벽돌조립체(100d)는 결합바(120a)의 길이(l3)가 한 쌍의 지지기둥(130) 사이의 폭에 대응되게 구비된다. On the other hand, Figure 10 is a schematic diagram showing the configuration of a wooden brick assembly (100d) according to another embodiment of the present invention. Wood brick assembly 100d according to another embodiment of the present invention is provided so that the length l3 of the coupling bar 120a corresponds to the width between the pair of support pillars 130.
따라서, 한 층의 목재벽돌(110) 전체를 한 개의 결합바(120a)가 지지하게 된다. 이 경우, 작업자는 복수개의 목재벽돌(110)을 이웃하게 배치하고, 일측면에서 슬라이딩 방식으로 1개의 결합바(120a)를 상부결합홈(113)에 삽입하여 결합하거나, 복수개의 목재벽돌(110)의 상부에서 압력을 가하여 한 개의 결합바(120a)를 상부결합홈(113)에 삽입하여 시공할 수 있다. Therefore, one coupling bar 120a supports the entirety of the wooden brick 110 in one layer. In this case, the worker arranges the plurality of wood bricks 110 next to each other and inserts one coupling bar 120a into the upper coupling groove 113 in a sliding manner on one side thereof, or combines the plurality of wood bricks 110. By applying pressure at the top of the one can be installed by inserting one coupling bar (120a) into the upper coupling groove (113).
복수개의 목재벽돌(110)의 길이에 대응되는 결합바(120a)를 이용한 시공과정과 1개의 목재벽돌의 길이에 대응되는 결합바(120)를 이용한 시공과정을 비교할 때, 작업자는 복수개의 목재벽돌(110)을 함께 고정시킬 수 있어 결합바(120a)의 길이가 길수록 작업이 유리해질 수 있다. 또한, 한 개의 결합바(120)가 복수개의 목재벽돌(110a)에 함께 결합되기 때문에 구속력이 동시에 전달되어 구조적 안정성이 보다 높아질 수 있다. When comparing the construction process using the coupling bar 120a corresponding to the length of the plurality of wood bricks 110 and the construction process using the coupling bar 120 corresponding to the length of one wood brick, the worker has a plurality of wood bricks. 110 can be fixed together so that the longer the length of the coupling bar (120a) can be advantageous work. In addition, since one coupling bar 120 is coupled to the plurality of wood bricks 110a together, the binding force may be simultaneously transmitted to increase structural stability.
한편, 도 11은 본 발명의 또 다른 실시예에 따른 목재벽돌조립체(100e)를 도시한 개략도이다. On the other hand, Figure 11 is a schematic diagram showing a wooden brick assembly 100e according to another embodiment of the present invention.
또 다른 실시예에 따른 목재벽돌조립체(100e)는 이웃하는 결합바(120b,120c)의 결합영역에 서로 맞물리는 결합홈(121,123)이 형성된다. 이에 따라 결합영역의 구속력이 보다 향상될 수 있다. In another embodiment, the wood brick assembly 100e includes coupling grooves 121 and 123 engaged with each other in the coupling regions of the adjacent coupling bars 120b and 120c. As a result, the binding force of the coupling region may be further improved.
또한, 목재벽돌(110)에 의해 형성된 벽체의 구조적 안정성을 보다 향상시키기 위해 도 12에 도시된 바와 같이 수직체결부재(170)가 결합될 수 있다. 수직체결부재(170)는 결합바(120)를 관통하여 나무벽돌(110)로 삽입된다. In addition, the vertical fastening member 170 may be coupled as shown in FIG. 12 to further improve the structural stability of the wall formed by the wood brick 110. The vertical fastening member 170 penetrates through the coupling bar 120 and is inserted into the wooden brick 110.
이 때, 체결부재(170)가 체결된 결합바(120)의 상부에 상위 나무벽돌(110)이 결합되므로 체결부재(170)는 외부로 노출되지 않고 은폐되게 된다. 따라서, 미관을깔끔하게 유지하면서 구조적 안정성은 증가시킬 수 있다. At this time, since the upper wooden brick 110 is coupled to the upper portion of the coupling bar 120 to which the fastening member 170 is fastened, the fastening member 170 is concealed without being exposed to the outside. Thus, structural stability can be increased while keeping the aesthetic appearance neat.
한편, 또 다른 실시예에 따른 목재별돌조립체(100g)는 결합바(120a)가 복수개의 목재벽돌(110)을 커버할 수 있는 길이로 형성된다. 그리고, 아래 층과 위 층의 결합바(120a)가 서로 어긋나는 위치에 있도록 배치된다. 이에 의해 결합 구속력이 가해지는 영역이 상이해져 구조적 안정성이 더욱 향상될 수 있다. On the other hand, according to another embodiment wood star stone assembly (100g) is formed with a length that the coupling bar (120a) can cover a plurality of wood bricks (110). Then, the coupling bar 120a of the lower layer and the upper layer is disposed so as to be shifted from each other. As a result, the region to which the binding constraint force is applied may be different, and thus structural stability may be further improved.
이상에서 설명된 본 발명의 목재벽돌조립체의 실시예는 예시적인 것에 불과하며, 본 발명이 속한 기술분야의 통상의 지식을 가진 자라면 이로부터 다양한 변형 및 균등한 타 실시예가 가능하다는 점을 잘 알 수 있을 것이다. 그러므로 본 발명은 상기의 상세한 설명에서 언급되는 형태로만 한정되는 것은 아님을 잘 이해할 수 있을 것이다. 따라서 본 발명의 진정한 기술적 보호 범위는 첨부된 특허청구범위의 기술적 사상에 의해 정해져야 할 것이다. 또한, 본 발명은 첨부된 청구범위에 의해 정의되는 본 발명의 정신과 그 범위 내에 있는 모든 변형물과 균등물 및 대체물을 포함하는 것으로 이해되어야 한다.The embodiment of the wood brick assembly of the present invention described above is merely exemplary, and those skilled in the art will appreciate that various modifications and other equivalent embodiments are possible therefrom. Could be. Therefore, it will be understood that the present invention is not limited to the forms mentioned in the above detailed description. Therefore, the true technical protection scope of the present invention will be defined by the technical spirit of the appended claims. It is also to be understood that the present invention includes all modifications, equivalents, and substitutes within the spirit and scope of the invention as defined by the appended claims.

Claims (11)

  1. 목재로 형성되는 목재벽돌과;Wood brick formed of wood;
    수평방향 및 수직방향으로 서로 이웃하게 배치된 복수개의 목재벽돌을 서로 결합시키는 결합바를 포함하며, It includes a coupling bar for coupling a plurality of wood bricks disposed adjacent to each other in a horizontal direction and a vertical direction,
    상기 목재벽돌의 상면과 하면에는 수평방향으로 일정깊이 함몰형성되어 상기 결합바가 삽입되는 삽입홈이 형성되고,The upper surface and the lower surface of the wood brick is recessed in a predetermined depth in the horizontal direction to form an insertion groove into which the coupling bar is inserted.
    상기 결합바는 상기 삽입홈의 깊이보다 두껍게 형성되어 상하로 수직하게 배치된 복수개의 목재벽돌을 서로 결합시키는 것을 특징으로 하는 목재벽돌조립체. Wherein the coupling bar is formed thicker than the depth of the insertion groove wood brick assembly, characterized in that for coupling a plurality of wood bricks arranged vertically vertically.
  2. 제1항에 있어서,The method of claim 1,
    상기 목재벽돌의 테두리영역을 따라 일정각도 경사진 경사면이 형성되며, An inclined surface that is inclined at an angle is formed along the edge of the wood brick,
    이웃하는 한 쌍의 목재벽돌 사이의 경사면에는 실링재가 도포되어 상기 목재벽돌 내외부의 공기의 흐름을 차단하는 것을 특징으로 하는 목재벽돌조립체.Sealing material is applied to the inclined surface between a pair of neighboring wooden bricks, the wooden brick assembly, characterized in that to block the flow of air inside and outside the wooden bricks.
  3. 제1항 또는 제2항에 있어서,The method according to claim 1 or 2,
    상기 결합바의 길이는 상기 목재벽돌의 길이보다 길게 형성되며, 수평방향으로 이웃하는 한 쌍의 목재벽돌의 경계영역에 함께 삽입되게 결합되는 것을 특징으로 하는 목재벽돌조립체.The length of the coupling bar is formed longer than the length of the wood brick, wood brick assembly, characterized in that coupled to be inserted together in the boundary region of the pair of wood brick neighboring in the horizontal direction.
  4. 제3항에 있어서,The method of claim 3,
    복수개의 목재벽돌이 수평방향 및 수직방향으로 복수개의 층과 열로 적층되어 벽체를 형성하고, A plurality of wood bricks are stacked in a row with a plurality of layers in the horizontal and vertical direction, to form a wall,
    상기 벽체의 좌우 외곽에 배치되며 상기 목재벽돌의 외측으로 돌출형성된 결합바가 삽입 지지되는 수직홈이 수직방향으로 일정깊이 형성된 한 쌍의 지지기둥을 더 포함하는 것을 특징으로 하는 목재벽돌조립체.And a pair of support pillars disposed at left and right outer sides of the wall and having a vertical groove in which a coupling bar protruding to the outside of the wood brick is inserted and supported in a vertical direction.
  5. 제4항에 있어서,The method of claim 4, wherein
    상기 지지기둥에는 수직방향으로 나란하게 복수개의 수직홈이 형성되고,The support pillar is formed with a plurality of vertical grooves side by side in the vertical direction,
    상기 벽체는 상기 지지기둥에 대해 복수개의 열로 결합되는 것을 특징으로 하는 목재벽돌조립체.The wall is a wooden brick assembly, characterized in that coupled to the plurality of columns for the support pillar.
  6. 제4항에 있어서,The method of claim 4, wherein
    상기 결합바의 길이는 한 쌍의 지지기둥 사이의 폭에 대응되도록 형성되는 것을 특징으로 하는 목재벽돌조립체.The length of the coupling bar is a wooden brick assembly, characterized in that formed to correspond to the width between the pair of support pillars.
  7. 제1항에 있어서,The method of claim 1,
    상기 결합바는 이웃하는 결합바와의 결합영역에 서로 맞물리게 암수 형태로 형성되는 결합홈이 구비되는 것을 특징으로 하는 목재벽돌조립체.The coupling bar is a wooden brick assembly, characterized in that the coupling groove is formed in the shape of male and female to engage with each other in the coupling region with the neighboring coupling bar.
  8. 제1항에 있어서,The method of claim 1,
    상기 결합바와 상기 목재벽돌을 관통해서 수직하게 삽입되어 상기 결합바와 상기 목재벽돌의 결합력을 증진시키는 수직체결부재를 더 포함하는 것을 특징으로 하는 목재벽돌조립체.And a vertical fastening member inserted vertically through the coupling bar and the wood brick to enhance the coupling force between the coupling bar and the wood brick.
  9. 제4항에 있어서,The method of claim 4, wherein
    상기 지지기둥은 상기 목재벽돌의 높이에 대응되게 구비되며, 복수개가 적층되어 형성되는 것을 특징으로 하는 목재벽돌조립체. The support column is provided to correspond to the height of the wood bricks, characterized in that a plurality of wood brick assembly characterized in that the stack is formed.
  10. 제1항에 있어서,The method of claim 1,
    상기 결합바는 복수개의 목재벽돌의 길이에 대응되는 길이로 배치되며, The coupling bar is arranged in a length corresponding to the length of the plurality of wood bricks,
    아래층의 결합바의 위치와 위층의 결합바의 위치가 서로 어긋나게 배치되는 것을 특징으로 하는 목재벽돌조립체.The position of the coupling bar of the lower floor and the position of the coupling bar of the upper floor wood brick assembly, characterized in that arranged to be offset from each other.
  11. 제2항에 있어서,The method of claim 2,
    상기 실링재는 드라이비트, 싸이딩, 벽돌마감 중 어느 하나인 것을 특징으로 하는 목재벽돌조립체.The sealing material is a wood brick assembly, characterized in that any one of dry bit, siding, brick finish.
PCT/KR2014/002265 2013-04-12 2014-03-18 Wood brick assembly WO2014168353A1 (en)

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Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10024023B2 (en) * 2015-04-28 2018-07-17 Mono Slab Ez Form Llc Cement form apparatus and method
US10024024B2 (en) 2015-04-28 2018-07-17 Mono Slab Ez Form Llc Cement form with breakaway portion
CN108867983B (en) * 2018-06-19 2020-07-07 隆生国际建设集团有限公司 Prefabricated wall building block
WO2020220058A1 (en) * 2019-04-23 2020-10-29 LAMBERT, Dean A building kit
US11105094B2 (en) 2019-09-16 2021-08-31 Mono Slab Ez Form Llc Cement form with extension
JP7314468B2 (en) * 2019-10-02 2023-07-26 株式会社竹中工務店 Walls, wall structures and wooden blocks
US10829929B1 (en) * 2019-12-19 2020-11-10 Greggory Hansen System and method for assembling structural insulated panels
KR102177790B1 (en) 2020-04-06 2020-11-12 주식회사 한스종합건축사사무소 Prefab Brick Assembly for Construction
US11946266B2 (en) 2020-05-07 2024-04-02 Mono Slab Ez Form Llc Cement form with brick ledge
CN112095840A (en) * 2020-09-22 2020-12-18 萧县八宝畜禽养殖农民专业合作社 Wall with moisture-proof drying function and preparation method thereof
KR102266318B1 (en) 2020-11-04 2021-06-18 주식회사 한스종합건축사사무소 Adhesive prefab Brick Assembly for Construction
CN115387505B (en) * 2022-07-08 2023-08-29 南通固盛建材有限公司 Building brick prepared from recycled building material

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR980002530A (en) * 1996-06-04 1998-03-30 이기하 In-building, exterior bricks and composite construction methods
JP2005315043A (en) * 2004-04-30 2005-11-10 Tosao Komatsu Wood block (w. b), stacking construction method of wood block wall and collapse preventive construction method of wood block wall
KR20090104769A (en) * 2008-03-31 2009-10-06 오준형 Wooden wall and Wooden wall assembly
KR20110042160A (en) * 2011-04-04 2011-04-25 신정민 Stone block of construction

Family Cites Families (27)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1813455A (en) * 1929-08-31 1931-07-07 Howard B Lawton Log structure
US2403934A (en) * 1942-08-24 1946-07-16 Thor G Lindstrom Building construction
US2416162A (en) * 1943-12-21 1947-02-18 Pioneer Log Cabin Company Log cabin structure
US3276797A (en) * 1961-12-06 1966-10-04 Parametrics Res & Dev Co Inc Spline fastening device
US3992838A (en) * 1975-07-14 1976-11-23 New England Log Homes, Inc. Insulated wall log
US4356676A (en) * 1981-09-21 1982-11-02 Norton Company Sealant strip
US4488389A (en) * 1982-12-20 1984-12-18 Farmont Johann H Securing means for log construction
US4742657A (en) * 1984-10-26 1988-05-10 Veech Robert D Wall structure and method of making
US5277008A (en) * 1991-08-16 1994-01-11 Alexander R. Andrews Building blocks
US5505028A (en) * 1994-11-22 1996-04-09 Hearthstone Builders, Inc. Log fabricating process and log for the construction of log structures
TW321701B (en) * 1995-07-20 1997-12-01 Block Allan Corp
CN1113138C (en) * 1998-05-11 2003-07-02 因特洛克控股有限公司 Improvements in or relating to building elements and methods in relation to same
HN1998000160A (en) * 1998-10-09 1999-01-08 Karl Herman Berberich HONDULOG MODULAR CONSTRUCTION SYSTEM
US7452164B2 (en) * 1999-04-08 2008-11-18 Beon Top Enterprises Ltd. Retaining wall system with interlocked wall-building units
US7083364B2 (en) * 1999-04-08 2006-08-01 Beon Top Enterprises, Ltd. Retaining wall system with interlocked wall-building units
FR2807080A3 (en) * 2000-04-03 2001-10-05 Travodiam S A FLAT-INSULATING INSULATING FORMWORK FOR THE CONSTRUCTION OF A CONCRETE WALL
US20030019170A1 (en) * 2001-07-27 2003-01-30 Donnelly Thomas F. Sound barrier wall system
CA2459946A1 (en) * 2003-03-11 2004-09-11 Klaus Posselt System of interlocking wall and corner components for construction of buildings
US20070294967A1 (en) * 2003-03-11 2007-12-27 Klaus Posselt System of interlocking wall and corner components for construction of buildings
US20060005500A1 (en) * 2004-07-07 2006-01-12 Vahak Hovnanian Mortar less brick wall construction
CN200940307Y (en) * 2006-08-21 2007-08-29 北京赛美克建筑科技开发有限公司 Thermal insulation building block, and wall therewith
KR20080022307A (en) * 2006-09-06 2008-03-11 (주)관영이엔지 Fabricated block for construction
CN101688396B (en) * 2007-10-05 2012-01-04 株式会社韩国Styropol Constructive light weight insulation block and construction method thereof
CA2622773C (en) * 2008-02-19 2012-11-27 David A. Loeks Modular log building construction
US20090293373A1 (en) * 2008-05-27 2009-12-03 Klinkhamer Richard System and method for construction of log structure
EP2350402B1 (en) * 2008-11-03 2015-04-15 Ti.Pe.Co S.R.L. Structure for prefabricated
BE1019706A3 (en) * 2010-12-16 2012-10-02 Verhaeghe Chalets & Sauna Nv WALL COMPOSITION.

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR980002530A (en) * 1996-06-04 1998-03-30 이기하 In-building, exterior bricks and composite construction methods
JP2005315043A (en) * 2004-04-30 2005-11-10 Tosao Komatsu Wood block (w. b), stacking construction method of wood block wall and collapse preventive construction method of wood block wall
KR20090104769A (en) * 2008-03-31 2009-10-06 오준형 Wooden wall and Wooden wall assembly
KR20110042160A (en) * 2011-04-04 2011-04-25 신정민 Stone block of construction

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