WO2014171628A1 - Method for constructing wall of building and wall structure - Google Patents

Method for constructing wall of building and wall structure Download PDF

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Publication number
WO2014171628A1
WO2014171628A1 PCT/KR2014/001739 KR2014001739W WO2014171628A1 WO 2014171628 A1 WO2014171628 A1 WO 2014171628A1 KR 2014001739 W KR2014001739 W KR 2014001739W WO 2014171628 A1 WO2014171628 A1 WO 2014171628A1
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WO
WIPO (PCT)
Prior art keywords
groove
block
main block
main
building
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Application number
PCT/KR2014/001739
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French (fr)
Korean (ko)
Inventor
정재천
배성조
Original Assignee
나라앤텍(주)
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.)
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Publication date
Application filed by 나라앤텍(주) filed Critical 나라앤텍(주)
Priority to CN201480022182.0A priority Critical patent/CN105229245B/en
Publication of WO2014171628A1 publication Critical patent/WO2014171628A1/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
    • E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
    • E04B2/44—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having specially-designed means for stabilising the position; Spacers for cavity walls
    • E04B2/48—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having specially-designed means for stabilising the position; Spacers for cavity walls by filling material with or without reinforcements in small channels in, or in grooves between, the 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
    • 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
    • E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
    • E04B2/44—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having specially-designed means for stabilising the position; Spacers for cavity walls
    • E04B2/46—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having specially-designed means for stabilising the position; Spacers for cavity walls 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
    • E04B2002/0202—Details of connections
    • E04B2002/0232—Undercut connections, e.g. using undercut tongues and grooves
    • E04B2002/0234—Angular 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
    • E04B2002/0202—Details of connections
    • E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys
    • E04B2002/0252—Dovetail keys

Definitions

  • the present invention relates to a wall construction method and a wall structure of a building.
  • Wall structures such as buildings are usually constructed by stacking blocks of the same size.
  • a block manufactured for indoor and outdoor soundproofing and cold protection is relatively large in size, and has a feature of having a hollow for thermal insulation through storage of heated air.
  • such a building-only block has a disadvantage in that the specific gravity is reduced because it has a hollow structure and a relatively large structure as described above. In other words, it can be easily collapsed by an external impact, or can be released between mutual bindings.
  • the present invention has been made to solve the above problems, to solve the problem of providing the wall construction method and the wall structure of the building which can increase the robustness and structural stability of the wall constructed for the purpose of sound insulation and cold protection, etc. It is a task.
  • the main block has a central groove formed to have a locking groove at both side ends and penetrates up and down, and a side groove formed at both inner sides of the main block to have a locking groove at the inner end;
  • a connecting block which is formed at both sides of the locking projections engaging with the locking grooves of the central groove and the side grooves, respectively, and having a lower portion inserted into the central groove or the side groove to bind the main block of the lower layer to the main block of the upper layer;
  • connection block A transverse rod penetrating through the connection block
  • the wall structure of the building further includes.
  • connection blocks Connecting both side ends of the connecting blocks, each of which has a projection projecting to be engaged with the locking groove of the central groove and the side groove, by a transverse passing through the connection block;
  • Wall construction method of the building including a.
  • the wall surface of the building made of a stack of blocks is made to be solid and precise, as well as the effect of reinforcing efficiency such as stability and soundproofing and cold protection is improved.
  • FIG. 1 is a perspective view showing a coupling state of the blocks constituting the wall structure according to the present invention
  • Figure 2 is a perspective view showing a laminated state of the main block forming the wall structure according to the present invention
  • FIG. 3 is a front view schematically showing a front view of the wall structure according to the present invention.
  • FIG. 4 is a perspective view showing another construction of the wall structure according to the present invention.
  • FIG. 5 is a perspective view showing a first embodiment in which the reinforcement panel is reinforced to the wall structure according to the present invention
  • Figure 6 is a perspective view showing a second embodiment in which the reinforcement panel is reinforced to the wall structure according to the present invention.
  • Figure 7 is a front sectional view showing another coupling state of the main block and the connection block to the wall structure according to the invention.
  • FIG. 1 is a perspective view showing a coupling state of the blocks forming the wall structure according to the present invention.
  • Wall structure according to the present invention is made by stacking a plurality of main blocks 10, the main block 10 adjacent to each other up, down, left and right are bound through the connecting blocks (20, 20 ', 20 ").
  • the plurality of connecting blocks 20, 20 ′ and 20 ′′ positioned on the same floor are bound to each other by the crossbar 30, and the main blocks 10 stacked up and down are bound to each other by the longitudinal band 40.
  • the main block 10 includes a central groove 11 formed to form a hollow opened up and down, and side grooves 12 and 12 'formed to open laterally on both sides thereof.
  • the center groove 11 and the side grooves 12 and 12 ' are provided with locking grooves 11a and 12a at the side end portions, respectively. That is, the center groove 11 is a locking groove (11a) is formed on both side ends, respectively, the side grooves (12, 12 ') is a locking groove (12a) is formed on the inner end. Therefore, the central groove 11 viewed in the plane of the main block 10 forms a dumbbell shape with both ends extended, and the side grooves 12 and 12 'form a half shape of the central groove 11.
  • a through hole 13 which is opened up and down is formed between the central groove 11 and the side grooves 12 and 12 '.
  • the through hole 13 is inserted to penetrate a bar-shaped longitudinal band 40 so that the main blocks 10 stacked up and down may be bound to each other by the longitudinal band 40.
  • a seating groove 14 is formed between the central groove 11 and the side grooves 12 and 12 'so as not to interfere with the through hole 13.
  • the seating groove 14 accommodates a bar-shaped crossbar 30 penetrating and connecting the connecting blocks 20, 20 ', and 20 ", and the main block 10 stacked up and down is a crossbar ( 30) to avoid interference.
  • connection blocks 20, 20 ′ and 20 ′′ are inserted into the central groove 11 and the side grooves 12 and 12 ′, and the engaging protrusions 21 for engaging the engaging grooves 11a and 12a are provided. Each side end is protruded to form a dumbbell shape.
  • the connecting blocks 20, 20' and 20 are formed. Engaging in the corresponding side grooves (12, 12 '), the engaging projection 21 is caught in the locking grooves (12a) of the side grooves (12, 12'), through which a pair of main blocks 10 neighboring from side to side Are connected to each other by the connecting blocks 20, 20 ', and 20 ".
  • the connecting block (20, 20 ', 20 ") is connected to a plurality of rows in parallel with the crossbar 30.
  • the crossbar 30 passing through the connecting block (20, 20', 20") is connected
  • the side blocks of the blocks 20, 20 ', and 20 are penetrated, and thus the connecting blocks 20, 20', and 20" located on the upper surface of the main block 10 have a crossbar 30 having the main block 10. ) It is caught on the upper surface and is not inserted into the central groove 11 and the side grooves 12 and 12 '.
  • the connection blocks 20, 20 ', 20 are inserted into the central groove 11 and the side grooves 12, 12' of the main block 10, the lower end of which is located on the lower side of the crosspiece 30, respectively.
  • the upper end is inserted into each of the central groove 11 and the side grooves 12 and 12 'of the main block located in the upper layer, for reference, the crossbar 30 is located in the seating groove 14 of the main block 10. Is inserted, it can be prevented so that the crosspiece 30 protrudes to the upper surface.
  • the crossbar 30 is a bar shape that connects in a row while passing through the connecting blocks 20, 20 ′, and 20 ′′, and may be made of reinforcing bar or rope.
  • the longitudinal zone 40 binds the main blocks 10 stacked vertically while penetrating through the through holes 13 of the main block 10, and a reinforcing material is preferably applied to firmly support the wall structure.
  • Figure 2 is a perspective view showing a laminated state of the main block constituting the wall structure according to the present invention
  • Figure 3 is a front view schematically showing a front view of the wall structure according to the present invention, will be described with reference to this.
  • Main blocks 10 and 10 'constituting the lower layer part F are arranged in a line.
  • the main block (10, 10 ') has a central groove 11 and side grooves 12, 12' arranged in a line as described above, each of the neighboring main block (10, 10 ')
  • the center grooves 11 and the side grooves 12, 12' are all arranged at regular intervals while forming the same dumbbell shape.
  • a plurality of connecting blocks 20, 20 ′, 20 ′′ connected in line by the crossbar 30 are inserted into the central groove 11 and the side grooves 12, 12 ′ of the main blocks 10, 10 ′, respectively.
  • the connecting blocks 20, 20 ', 20 are connected to each other by the crossbar 30, and the connecting blocks 20, 20', 20" are the central groove 11 ) Is inserted into the side grooves (12, 12 '), so that the crosspiece 30 is caught on the upper surface of the main block (10, 10'), as shown in Figure 2, the connecting block (20, 20 ', 20) ") Protrudes upwards at the top.
  • the connecting block (20, 20 ', 20 ") is extended at both ends to form a dumbbell shape having a locking projection 21, the side ends of the central groove 11 and the side grooves (12, 12') Since the locking grooves 11a and 12a corresponding to the locking protrusion 21 are formed, the neighboring main blocks 10 and 10 'are connected to each other by the connecting blocks 20, 20' and 20 ".
  • the hollow of the main block (10, 10 ') is to strengthen the indoor and outdoor insulation of the building by forming an air layer, a structure that can achieve a smooth air circulation is required.
  • the wall structure according to the present invention makes the width of the center portion of the connecting blocks 20, 20 ', and 20 "narrower than the width of the center portion of the central groove 11 and the side grooves 12, 12', and the corresponding gap. Through the ventilation can be made smoothly.
  • the crossbar 30 connecting the connecting blocks 20, 20 ', 20 " is made of a reinforcing material, so that the connecting blocks 20, 20', 20" are in position without changing the position. Retain and allow engagement with the main block (10, 10 ', 10 ").
  • the longitudinal zone 40 is inserted into the through hole 13 of the main blocks 10 and 10 '.
  • the longitudinal zone 40 may be a length corresponding to the height of the wall structure, or may be a length that can connect only two main blocks neighboring up and down.
  • the vertical bell 40 has a function of guiding the arrangement position of the main blocks 10 "stacked on the floor, as well as a function of binding the main blocks up and down adjacent to each other.
  • the main blocks 10 "constituting the upper layer F 'are stacked so as to be arranged in a row on the main blocks 10 and 10' constituting the lower layer F.
  • the block 10 ′′ is constructed in a stacking manner with the main blocks 10 and 10 ′ constituting the lower layer part F, whereby the wall structure is firmly formed.
  • the main block 10 "constituting the upper layer F ' is guided and stacked on the longitudinal band 40 of the main blocks 10 and 10' constituting the lower layer F, and the corresponding direction is the stacking direction. Therefore, the main blocks 10, 10 ', 10 "form a structure in which the top, bottom, left and right are tightly coupled to each other.
  • the main block 10 "constituting the upper layer F 'includes a central groove 11 and side grooves 12 and 12' opened downward, and the main block constituting the lower layer F '(
  • the connecting blocks 20, 20 ′ and 20 ′′ mounted to protrude from 10 and 10 ′ are center grooves 11 and side grooves 12 and 12 ′ of the main block 10 ′′ forming the upper layer F ′.
  • the main blocks 10, 10 ', and 10 "stacked in a stack are tightly coupled to each other via the connection blocks 20, 20', and 20" along with the longitudinal band 40. To achieve.
  • FIG. 4 is a perspective view showing another construction of the wall structure according to the present invention, will be described with reference to this.
  • the construction method according to the present invention further includes a cement mortar coating step of applying cement mortar to the upper surface of the lower main block before the upper layer stacking step.
  • cement mortar is applied to a portion where the main block 10 "constituting the upper layer F 'and the main blocks 10 and 10' constituting the lower layer F are in contact with each other.
  • the main blocks 10, 10 ', 10 can be bonded to each other.
  • the main blocks 10, 10 ′, and 10 ′′ can achieve precise engagement without generating gaps.
  • cement mortar is applied to the upper surface of the main blocks 10, 10 ', 10 "constituting the lower layer portion F. That is, the connection protruding to the upper surface of the main blocks 10, 10'.
  • the cement mortar is applied only to the contact area of the upper main block 10 "by avoiding the blocks 20, 20 'and 20". In the end, the operator avoids the protruding connecting blocks 20, 20' and 20 ". Since a certain amount of cement mortar has to be applied to a part of the lower main blocks 10 and 10 ', there is a problem in that the work is difficult compared to the conventional coating work, which was sufficient to be applied collectively on the entire upper surface.
  • the construction method according to the present invention is made of a rope material for connecting the connecting blocks (20, 20 ', 20 ").
  • the tension of the crossbar 30 is adjusted to relax
  • the connecting blocks 20, 20 ′ and 20 ′′ are led into the central groove 11 and the side grooves 12 and 12 ′ by their own loads.
  • the operator may insert the main block 10, 10 ′ with the connection block 20, 20 ′, 20 ′′ inserted into the center groove 11 and the side grooves 12, 12 ′.
  • Cement mortar is applied to the upper surface.
  • the connection blocks 20, 20 ′ and 20 ′′ do not protrude to the upper surfaces of the main blocks 10 and 10 ′, and thus, the operator may connect the connection blocks 20 and 20. ', 20 ") can be performed smoothly without interference.
  • connection block 20, 20 ' which is introduced into the central groove 11 and the side grooves (12, 12'), 20 ") is projected to the upper surface of the main block 10, 10 'as shown in Figure 4 (c).
  • the crossbar 30 is fixed to maintain the tension, through which the connecting block ( 20, 20 ', 20 ") will remain protruding.
  • Figure 5 is a perspective view showing a first embodiment in which the reinforcing panel is reinforced to the wall structure according to the present invention, will be described with reference to this.
  • a reinforcement panel 60 such as a heat insulating material is installed for indoor insulation.
  • the wall structure is to ensure that the reinforcement panel 60 is stably fixed as well as to minimize the movement to keep the insulation effective, for this purpose further comprises a linker 50 for fixing the reinforcement panel 60 to the wall structure.
  • Linker 50 is a hook of the 'E' shape is fixed to the upper end of the main block 10, the first groove (50a) is caught on the front top of the main block bordering the central groove 11, the second groove 50b houses the reinforcement panel 60.
  • the fixing groove 15 is formed on the front upper end of the main block that the first groove (50a) is caught, so that the linker 50 can maintain the position without shaking.
  • the fixing means 51 such as bolts or pins penetrate the second groove 50b so that the reinforcement panel 60 inserted into the second groove 50b can stably maintain the current state. Reinforcement panel 60 inserted into the (50b) to be fixed.
  • the linker 50 in the embodiment according to the present invention is disposed in the main block 10 located at the upper end of the wall structure.
  • Figure 6 is a perspective view showing a second embodiment in which the reinforcing panel is reinforced to the wall structure according to the present invention, will be described with reference to this.
  • the linker 50 ' is a' c 'shaped ring
  • the first groove 50a is caught on the front upper end of the main block bordering the central groove 11
  • the anchor 52 protrudes from the front surface of the one groove 50a.
  • the linker 50 'having such a structure is to be positioned throughout the wall structure, and thus the anchor 52 protrudes through the wall structure. Therefore, by reinforcing the reinforcement panel 60 to the wall structure by forcing close to each other, through which the construction of the reinforcement panel 60 is facilitated.
  • FIG. 7 is a front sectional view showing another coupling state of the main block and the connection block to the wall structure according to the present invention, will be described with reference to this.
  • the wall structure according to the present invention is convexly formed so that the seating groove 14 'has a predetermined curvature, and the inlet groove 22 into which the transverses 30 of the connection blocks 20, 20', and 20 "are inserted has a predetermined curvature.
  • the crossbar 30 seated on the main blocks 10 and 10 ' while penetrating through the connecting blocks 20, 20' and 20 " Is achieved.
  • the connecting blocks 20, 20 ', 20 "inserted into the central groove 11 and the side grooves 12, 12' are continuously subjected to the force by their own weight.
  • the crossbar 30 connecting the 20 'and 20 " is intensively received at the boundary between the connecting blocks 20, 20' and 20" and the seating groove, and the crossbar 30 is twisted when the crossbar 30 is a rope material. Therefore, the seating recess 14 'and the inlet recess 22 are formed into convex and concave shapes with curvature, so that the crossbar 30 made of rope material is twisted along the lengthwise direction without warping even at the boundary portion. It allows to receive a stable tension, thereby allowing the wall structure to maintain a stable support structure.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
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  • Load-Bearing And Curtain Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The present invention relates to a method for constructing a wall of a building and a wall structure, and the wall structure is constructed by laying a plurality of main block layers connected successively, wherein the main block includes: a central groove formed so as to penetrate vertically with both ends provided with a catch groove; a side groove formed on both sides of the main block so as to be open sidewise with the inside end thereof provided with a catch groove; a connecting block with a catch projection formed on both ends thereof for engaging with the catch groove of the central groove and the side groove, and with the lower end thereof partly inserted in the central groove and the side groove, so as to bind the main blocks of adjacent upper and lower layers; and a transverse projection penetrating the connecting block so as to connect the blocks in series.

Description

건축물의 벽면 시공방법과 벽면구조물Wall construction method and wall structure of building
본 발명은 건축물의 벽면 시공방법과 벽면구조물에 관한 것이다.The present invention relates to a wall construction method and a wall structure of a building.
건축물 등의 벽면구조물은 통상적으로 동일한 규격의 블록이 엇쌓기로 축조돼 이루어진다. 특히 실내외 방음 및 방한 등을 목적으로 제작되는 블록은 상대적으로 규격이 크고, 가열 공기의 저장을 통한 보온을 위해 중공을 갖는다는 특징이 있다.Wall structures such as buildings are usually constructed by stacking blocks of the same size. In particular, a block manufactured for indoor and outdoor soundproofing and cold protection is relatively large in size, and has a feature of having a hollow for thermal insulation through storage of heated air.
그런데, 이러한 건축물 전용 블록은 전술한 바와 같이 중공을 갖추고 상대적으로 규격이 큰 구조를 이루므로 비중이 작아지는 단점이 있다. 즉, 외부 충격에 의해 쉽게 붕괴하거나, 상호 결속 간의 해제될 수 있는 것이다.However, such a building-only block has a disadvantage in that the specific gravity is reduced because it has a hollow structure and a relatively large structure as described above. In other words, it can be easily collapsed by an external impact, or can be released between mutual bindings.
이러한 문제를 해소하기 위해 종래에는 블록 간에 시멘트 등과 같은 모르타르를 도포하여 접착시키는 공법이 적용되었다. 하지만, 상기 공법은 단순히 블록과 블록을 접착시키는 것에 불과하므로, 외부 충격시 부분적인 파손이 쉽게 발생할 수 있고, 이로 인한 벽면구조물의 붕괴 가능성은 여전하다는 단점이 있었다.In order to solve this problem, a conventional method of applying and bonding mortar, such as cement, between blocks has been applied. However, since the above method merely bonds the block and the block, partial breakage may easily occur during an external impact, and thus the possibility of collapse of the wall structure remains.
이에 본 발명은 상기와 같은 문제를 해소하기 위해 안출된 것으로서, 방음 및 방한 등을 목적으로 축조되는 벽면의 견고함과 구조적 안정성을 높일 수 있는 건축물의 벽면 시공방법과 벽면구조물의 제공을 해결하고자 하는 과제로 한다.Accordingly, the present invention has been made to solve the above problems, to solve the problem of providing the wall construction method and the wall structure of the building which can increase the robustness and structural stability of the wall constructed for the purpose of sound insulation and cold protection, etc. It is a task.
상기의 해결하고자 하는 과제를 달성하기 위하여 본 발명은,In order to achieve the above object to be solved, the present invention,
일렬로 연결되는 메인블록이 다층으로 적층돼 이루어지는 건축물의 벽면구조물에 있어서,In the wall structure of the building is formed by stacking the main blocks connected in a row in multiple layers,
상기 메인블록은, 양측단부에 걸림홈을 갖추고 상하로 관통하도록 형성되는 중앙홈과, 내측단부에 걸림홈을 갖추고 상기 메인블록의 양측면에 각각 측방으로 개방되도록 형성된 측면홈을 구비하고;The main block has a central groove formed to have a locking groove at both side ends and penetrates up and down, and a side groove formed at both inner sides of the main block to have a locking groove at the inner end;
양측단부에는 상기 중앙홈 및 측면홈의 걸림홈과 맞물리는 걸림돌기가 각각 돌출 형성되고, 상기 중앙홈 또는 측면홈에 하단 일부가 삽입되어 하층부의 메인블록과 상층부의 메인블록을 결속하는 연결블록; 및A connecting block which is formed at both sides of the locking projections engaging with the locking grooves of the central groove and the side grooves, respectively, and having a lower portion inserted into the central groove or the side groove to bind the main block of the lower layer to the main block of the upper layer; And
상기 연결블록을 관통해 일렬로 연결하는 횡대;A transverse rod penetrating through the connection block;
를 더 포함하는 건축물의 벽면구조물이다.The wall structure of the building further includes.
상기의 해결하고자 하는 과제를 달성하기 위하여 본 발명은,In order to achieve the above object to be solved, the present invention,
양측단부에 걸림홈을 갖추고 상하로 관통하도록 형성되는 중앙홈과, 내측단부에 걸림홈을 갖추고 상기 메인블록의 양측면에 각각 측방으로 개방되도록 형성된 측면홈을 구비한 메인블록;을 일렬로 연결해서 하층부를 이루는 하층부 적층단계,A main block having a locking groove at both ends and formed to penetrate up and down, and a main block having a locking groove at the inner end and having side grooves formed to open laterally on both sides of the main block; Lower layer lamination step to form,
양측단부에는 상기 중앙홈 및 측면홈의 걸림홈과 맞물리는 걸림돌기가 각각 돌출 형성된 연결블록을, 상기 연결블록을 관통하는 횡대를 매개로 연결하는 단계;Connecting both side ends of the connecting blocks, each of which has a projection projecting to be engaged with the locking groove of the central groove and the side groove, by a transverse passing through the connection block;
상기 연결블록의 하단 일부를 상기 하층부의 메인블록 내 중앙홈 또는 측면홈에 각각 삽입하는 연결블록 적층단계; 및A connecting block stacking step of inserting a lower portion of the connecting block into a central groove or a side groove in the main block of the lower layer, respectively; And
메인블록의 중앙홈 또는 측면홈으로 상기 연결블록의 상단 일부가 삽입되도록, 메인블록을 상기 하층부의 메인블록 상면에 적층하는 상층부 적층단계;An upper layer stacking step of stacking the main block on the upper surface of the main block of the lower layer so that a part of the upper end of the connection block is inserted into the central groove or the side groove of the main block;
를 포함하는 건축물의 벽면 시공방법이다.Wall construction method of the building including a.
상기의 본 발명은, 블록의 적층을 통해 이루어지는 건축물의 벽면이 견고하고 정밀하게 이루어지도록 함은 물론 안정성과 방음 및 방한 등의 보강효율이 증진되는 효과가 있다.The present invention as described above, the wall surface of the building made of a stack of blocks is made to be solid and precise, as well as the effect of reinforcing efficiency such as stability and soundproofing and cold protection is improved.
도 1은 본 발명에 따른 벽면구조물을 이루는 블록의 결합 모습을 도시한 사시도이고,1 is a perspective view showing a coupling state of the blocks constituting the wall structure according to the present invention,
도 2는 본 발명에 따른 벽면구조물을 이루는 메인블록의 적층 모습을 도시한 사시도이고,Figure 2 is a perspective view showing a laminated state of the main block forming the wall structure according to the present invention,
도 3은 본 발명에 따른 벽면구조물의 정면 모습을 개략적으로 도시한 정면도이고,3 is a front view schematically showing a front view of the wall structure according to the present invention,
도 4는 본 발명에 따른 벽면구조물의 다른 시공 모습을 도시한 사시도이고,4 is a perspective view showing another construction of the wall structure according to the present invention,
도 5는 본 발명에 따른 벽면구조물에 보강패널이 보강되는 제1실시 모습을 도시한 사시도이고,5 is a perspective view showing a first embodiment in which the reinforcement panel is reinforced to the wall structure according to the present invention;
도 6은 본 발명에 따른 벽면구조물에 보강패널이 보강되는 제2실시 모습을 도시한 사시도이고,Figure 6 is a perspective view showing a second embodiment in which the reinforcement panel is reinforced to the wall structure according to the present invention,
도 7은 본 발명에 따른 벽면구조물에 메인블록과 연결블록의 다른 결합 모습을 도시한 정단면도이다.Figure 7 is a front sectional view showing another coupling state of the main block and the connection block to the wall structure according to the invention.
상술한 본 발명의 특징 및 효과는 첨부된 도면과 관련한 다음의 상세한 설명을 통하여 보다 분명해질 것이며, 그에 따라 본 발명이 속하는 기술분야에서 통상의 지식을 가진 자가 본 발명의 기술적 사상을 용이하게 실시할 수 있을 것이다. 본 발명은 다양한 변경을 가할 수 있고 여러 가지 형태를 가질 수 있는바, 특정 실시 예들을 도면에 예시하고 본문에 상세하게 설명하고자 한다. 그러나, 이는 본 발명을 특정한 개시형태에 대해 한정하려는 것이 아니며, 본 발명의 사상 및 기술 범위에 포함되는 모든 변경, 균등물 내지 대체물을 포함하는 것으로 이해되어야 한다. 본 출원에서 사용한 용어는 단지 특정한 실시 예들을 설명하기 위해 사용된 것으로, 본 발명을 한정하려는 의도가 아니다.The above-described features and effects of the present invention will become more apparent from the following detailed description taken in conjunction with the accompanying drawings, and thus, those skilled in the art to which the present invention pertains may easily implement the technical idea of the present invention. Could be. As the inventive concept allows for various changes and numerous embodiments, particular embodiments will be illustrated in the drawings and described in detail in the text. However, this is not intended to limit the present invention to the specific disclosure, it should be understood to include all modifications, equivalents, and substitutes included in the spirit and scope of the present invention. The terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention.
이하, 본 발명을 첨부된 예시도면에 의거하여 상세히 설명한다.Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.
도 1은 본 발명에 따른 벽면구조물을 이루는 블록의 결합 모습을 도시한 사시도이다.1 is a perspective view showing a coupling state of the blocks forming the wall structure according to the present invention.
본 발명에 따른 벽면구조물은 다수의 메인블록(10)이 적층돼 이루어지되, 상하좌우로 서로 이웃하는 메인블록(10)은 연결블록(20, 20', 20")을 매개로 결속된다. 여기서, 동일한 층에 위치한 다수의 연결블록(20, 20', 20")은 횡대(30)에 의해 서로 결속되고, 상하로 적층된 메인블록(10)은 종대(40)에 의해 서로 결속된다.Wall structure according to the present invention is made by stacking a plurality of main blocks 10, the main block 10 adjacent to each other up, down, left and right are bound through the connecting blocks (20, 20 ', 20 "). The plurality of connecting blocks 20, 20 ′ and 20 ″ positioned on the same floor are bound to each other by the crossbar 30, and the main blocks 10 stacked up and down are bound to each other by the longitudinal band 40.
메인블록(10)은 상하로 개구된 중공을 이루도록 형성된 중앙홈(11)과, 양측면에 각각 측방으로 개방되도록 형성된 측면홈(12, 12')을 포함한다. 중앙홈(11)과 측면홈(12, 12')은 도시한 바와 같이 측단부에 걸림홈(11a, 12a)이 각각 형성된다. 즉, 중앙홈(11)은 양측단부에 각각 걸림홈(11a)이 형성되고, 측면홈(12, 12')은 내측단부에 걸림홈(12a)이 형성되는 것이다. 따라서, 메인블록(10)의 평면에서 본 중앙홈(11)은 양단이 각각 확장된 아령 형상을 이루고, 측면홈(12, 12')은 중앙홈(11)의 절반 형상을 이룬다. 결국, 서로 이웃하는 메인블록(10)이 접하면, 서로 대칭하게 마주한 측면홈(12, 12')은 중앙홈(11)의 형상을 이루게 된다. 참고로, 본 발명에 따른 실시 예에서는 중앙홈(11)이 메인블록(10)의 상면 중앙에 하나만 형성된 것으로 하였으나, 이에 한정하지 않으며, 측면홈(12, 12') 사이에 일렬로 배치된다면 이하의 청구범위를 벗어나지 않는 한도 내에서 다양하게 변형실시될 수 있다.The main block 10 includes a central groove 11 formed to form a hollow opened up and down, and side grooves 12 and 12 'formed to open laterally on both sides thereof. As illustrated, the center groove 11 and the side grooves 12 and 12 'are provided with locking grooves 11a and 12a at the side end portions, respectively. That is, the center groove 11 is a locking groove (11a) is formed on both side ends, respectively, the side grooves (12, 12 ') is a locking groove (12a) is formed on the inner end. Therefore, the central groove 11 viewed in the plane of the main block 10 forms a dumbbell shape with both ends extended, and the side grooves 12 and 12 'form a half shape of the central groove 11. As a result, when the neighboring main block 10 is in contact with each other, the side grooves 12 and 12 'facing each other symmetrically form a shape of the center groove 11. For reference, in the embodiment according to the present invention, but only one center groove 11 is formed in the center of the upper surface of the main block 10, but not limited to this, if arranged in a line between the side grooves (12, 12 ') Various modifications may be made without departing from the scope of the claims.
계속해서, 중앙홈(11)과 측면홈(12, 12') 사이에는 상하로 개구된 관통공(13)이 형성된다. 관통공(13)은 바아(bar) 형상의 종대(40)가 관통하도록 삽입되어서, 상하로 적층된 메인블록(10)이 종대(40)에 의해 서로 결속될 수 있도록 한다.Subsequently, a through hole 13 which is opened up and down is formed between the central groove 11 and the side grooves 12 and 12 '. The through hole 13 is inserted to penetrate a bar-shaped longitudinal band 40 so that the main blocks 10 stacked up and down may be bound to each other by the longitudinal band 40.
중앙홈(11)과 측면홈(12, 12') 사이에는 관통공(13)과 간섭하지 않도록 안착홈(14)이 형성된다. 안착홈(14)은 연결블록(20, 20', 20")을 관통 및 연결하는 바아(bar) 형상의 횡대(30)를 수용하는 곳으로서, 상하로 적층된 메인블록(10)이 횡대(30)에 의해 간섭받지 않도록 한다.A seating groove 14 is formed between the central groove 11 and the side grooves 12 and 12 'so as not to interfere with the through hole 13. The seating groove 14 accommodates a bar-shaped crossbar 30 penetrating and connecting the connecting blocks 20, 20 ', and 20 ", and the main block 10 stacked up and down is a crossbar ( 30) to avoid interference.
연결블록(20, 20', 20")은 중앙홈(11)과 측면홈(12, 12')에 삽입되는 형상으로서, 걸림홈(11a, 12a)과의 맞물림을 위한 걸림돌기(21)가 양측단부에 각각 돌출 형성되어서 아령 형상을 이룬다. 결국, 메인블록(10)이 서로 이웃하면서 측면홈(12, 12')이 완전한 아령 형상을 이루면, 연결블록(20, 20', 20")은 해당 측면홈(12, 12')에 맞물리면서 걸림돌기(21)가 측면홈(12, 12')의 걸림홈(12a)에 걸리고, 이를 통해 좌우로 이웃하는 한 쌍의 메인블록(10)은 하나의 연결블록(20, 20', 20")에 의해 서로 결속된다.The connection blocks 20, 20 ′ and 20 ″ are inserted into the central groove 11 and the side grooves 12 and 12 ′, and the engaging protrusions 21 for engaging the engaging grooves 11a and 12a are provided. Each side end is protruded to form a dumbbell shape. Finally, when the main blocks 10 are adjacent to each other and the side grooves 12 and 12 'form a perfect dumbbell shape, the connecting blocks 20, 20' and 20 "are formed. Engaging in the corresponding side grooves (12, 12 '), the engaging projection 21 is caught in the locking grooves (12a) of the side grooves (12, 12'), through which a pair of main blocks 10 neighboring from side to side Are connected to each other by the connecting blocks 20, 20 ', and 20 ".
한편, 연결블록(20, 20', 20")은 횡대(30)가 관통하면서 다수 개가 일렬로 연결된다. 이때, 연결블록(20, 20', 20")을 관통하는 횡대(30)는 연결블록(20, 20', 20")의 측면 중앙부를 관통하도록 되며, 이를 통해 메인블록(10) 상면에 위치되는 연결블록(20, 20', 20")은 횡대(30)가 메인블록(10) 상면에 걸리면서 중앙홈(11)과 측면홈(12, 12')으로 삽입되지 않는다. 결국, 연결블록(20, 20', 20")은 횡대(30)를 기준으로 그 하단은 하층부에 위치한 메인블록(10)의 중앙홈(11) 및 측면홈(12, 12')에 각각 삽입되고, 그 상단은 상층부에 위치한 메인블록의 중앙홈(11) 및 측면홈(12, 12')에 각각 삽입된다. 참고로, 횡대(30)는 메인블록(10)의 안착홈(14)에 삽입되고, 이를 통해 횡대(30)가 상면으로 돌출되지 않도록 할 수 있다.On the other hand, the connecting block (20, 20 ', 20 ") is connected to a plurality of rows in parallel with the crossbar 30. At this time, the crossbar 30 passing through the connecting block (20, 20', 20") is connected The side blocks of the blocks 20, 20 ', and 20 "are penetrated, and thus the connecting blocks 20, 20', and 20" located on the upper surface of the main block 10 have a crossbar 30 having the main block 10. ) It is caught on the upper surface and is not inserted into the central groove 11 and the side grooves 12 and 12 '. As a result, the connection blocks 20, 20 ', 20 "are inserted into the central groove 11 and the side grooves 12, 12' of the main block 10, the lower end of which is located on the lower side of the crosspiece 30, respectively. The upper end is inserted into each of the central groove 11 and the side grooves 12 and 12 'of the main block located in the upper layer, for reference, the crossbar 30 is located in the seating groove 14 of the main block 10. Is inserted, it can be prevented so that the crosspiece 30 protrudes to the upper surface.
횡대(30)는 연결블록(20, 20', 20")을 관통하면서 일렬로 연결하는 바아(bar) 형상으로서, 철근 재질일 수도 있고, 로프 재질일 수도 있다.The crossbar 30 is a bar shape that connects in a row while passing through the connecting blocks 20, 20 ′, and 20 ″, and may be made of reinforcing bar or rope.
종대(40)는 메인블록(10)의 관통공(13)을 관통하면서 상하로 적층된 메인블록(10)을 결속시키는 것으로서, 벽면구조물의 견고한 지지를 위해 철근 재질이 적용되는 것이 바람직하다.The longitudinal zone 40 binds the main blocks 10 stacked vertically while penetrating through the through holes 13 of the main block 10, and a reinforcing material is preferably applied to firmly support the wall structure.
도 2는 본 발명에 따른 벽면구조물을 이루는 메인블록의 적층 모습을 도시한 사시도이고, 도 3은 본 발명에 따른 벽면구조물의 정면 모습을 개략적으로 도시한 정면도인 바, 이를 참조해 설명한다.Figure 2 is a perspective view showing a laminated state of the main block constituting the wall structure according to the present invention, Figure 3 is a front view schematically showing a front view of the wall structure according to the present invention, will be described with reference to this.
본 발명에 따른 벽면구조물의 시공 과정을 순차 설명한다.The construction process of the wall structure according to the present invention will be described sequentially.
(1) 하층부 적층단계(1) lower layer stacking step
하층부(F)를 구성하는 메인블록(10, 10')을 일렬로 배치한다. Main blocks 10 and 10 'constituting the lower layer part F are arranged in a line.
여기서, 메인블록(10, 10')은 전술한 바와 같이 일렬로 배치된 중앙홈(11)과 측면홈(12, 12')을 갖추고 있는데, 서로 이웃하는 메인블록(10, 10')의 각 측면홈(12, 12')이 서로 마주하도록 배치한다. 결국, 메인블록(10, 10')을 일렬로 배치하면, 중앙홈(11)과 측면홈(12, 12')은 모두가 동일한 아령 형상을 이루면서 일정 간격으로 배치된다.Here, the main block (10, 10 ') has a central groove 11 and side grooves 12, 12' arranged in a line as described above, each of the neighboring main block (10, 10 ') The side grooves 12 and 12 'are disposed to face each other. As a result, when the main blocks 10, 10 'are arranged in a row, the center grooves 11 and the side grooves 12, 12' are all arranged at regular intervals while forming the same dumbbell shape.
(2) 연결블록 결속단계(2) Binding block
횡대(30)에 의해 일렬로 연결된 다수의 연결블록(20, 20', 20")을 메인블록(10, 10')의 중앙홈(11) 및 측면홈(12, 12')에 각각 삽입되도록 안착시킨다. 이때, 본 발명에 따른 벽면구조물은 연결블록(20, 20', 20")이 횡대(30)에 의해 서로 연결되고, 연결블록(20, 20', 20")이 중앙홈(11) 및 측면홈(12, 12')에 각각 삽입될 경우 횡대(30)는 메인블록(10, 10')의 상면에 걸리게 되므로, 도 2에 도시한 바와 같이 연결블록(20, 20', 20")은 상단이 상방으로 돌출된다.A plurality of connecting blocks 20, 20 ′, 20 ″ connected in line by the crossbar 30 are inserted into the central groove 11 and the side grooves 12, 12 ′ of the main blocks 10, 10 ′, respectively. At this time, in the wall structure according to the present invention, the connecting blocks 20, 20 ', 20 "are connected to each other by the crossbar 30, and the connecting blocks 20, 20', 20" are the central groove 11 ) Is inserted into the side grooves (12, 12 '), so that the crosspiece 30 is caught on the upper surface of the main block (10, 10'), as shown in Figure 2, the connecting block (20, 20 ', 20) ") Protrudes upwards at the top.
한편, 연결블록(20, 20', 20")은 양단이 각각 확장되어 걸림돌기(21)를 구비한 아령 형상을 이루고, 중앙홈(11) 및 측면홈(12, 12')의 측단부에는 걸림돌기(21)에 상응하는 걸림홈(11a, 12a)이 형성되므로, 이웃하는 메인블록(10, 10')은 연결블록(20, 20', 20")에 의해 상호 결속된다.On the other hand, the connecting block (20, 20 ', 20 ") is extended at both ends to form a dumbbell shape having a locking projection 21, the side ends of the central groove 11 and the side grooves (12, 12') Since the locking grooves 11a and 12a corresponding to the locking protrusion 21 are formed, the neighboring main blocks 10 and 10 'are connected to each other by the connecting blocks 20, 20' and 20 ".
전술한 바와 같이, 메인블록(10, 10')의 중공은 공기층을 형성시켜서 건물의 실내외 보온을 강화하기 위한 것이므로, 원활한 공기순환이 이루어질 수 있는 구조가 요구된다. 그런데, 중앙홈(11) 및 측면홈(12, 12')은 연결블록(20, 20', 20")에 의해 밀폐되므로, 메인블록(10, 10')의 중공 내 공기는 원활한 순환이 곤란하게 된다. 따라서, 본 발명에 따른 벽면구조물은 연결블록(20, 20', 20")의 중앙부 폭을 중앙홈(11) 및 측면홈(12, 12')의 중앙부 폭보다 좁게 해서, 해당 간극을 통해 통기가 원활히 이루어질 수 있도록 한다.As described above, the hollow of the main block (10, 10 ') is to strengthen the indoor and outdoor insulation of the building by forming an air layer, a structure that can achieve a smooth air circulation is required. However, since the center groove 11 and the side grooves 12 and 12 'are sealed by the connection blocks 20, 20' and 20 ", the air in the hollow of the main blocks 10 and 10 'is difficult to circulate smoothly. Therefore, the wall structure according to the present invention makes the width of the center portion of the connecting blocks 20, 20 ', and 20 "narrower than the width of the center portion of the central groove 11 and the side grooves 12, 12', and the corresponding gap. Through the ventilation can be made smoothly.
본 발명에 따른 실시 예에서, 연결블록(20, 20', 20")을 연결하는 횡대(30)는 철근 재질로 되어서, 연결블록(20, 20', 20")이 위치 변동 없이 제 위치를 유지하며 메인블록(10, 10', 10")과 결속할 수 있도록 한다.In the embodiment according to the present invention, the crossbar 30 connecting the connecting blocks 20, 20 ', 20 "is made of a reinforcing material, so that the connecting blocks 20, 20', 20" are in position without changing the position. Retain and allow engagement with the main block (10, 10 ', 10 ").
(3) 종대 삽입단계(3) Insertion stage
메인블록(10, 10')의 관통공(13)에 종대(40)가 입설되도록 삽입한다. 여기서, 종대(40)는 벽면구조물의 높이에 상응하는 길이일 수도 있고, 상하로 이웃하는 두 개의 메인블록만을 연결할 수 있는 길이일 수도 있다.The longitudinal zone 40 is inserted into the through hole 13 of the main blocks 10 and 10 '. Here, the longitudinal zone 40 may be a length corresponding to the height of the wall structure, or may be a length that can connect only two main blocks neighboring up and down.
입설된 종대(40)는 해당 층상에 적층되는 메인블록(10")의 배치 위치를 안내하는 기능은 물론 상하로 이웃하는 메인블록을 서로 결속하는 기능을 수행한다.The vertical bell 40 has a function of guiding the arrangement position of the main blocks 10 "stacked on the floor, as well as a function of binding the main blocks up and down adjacent to each other.
(4) 상층부 적층단계(4) upper layer stacking step
상층부(F')를 구성하는 메인블록(10")을 하층부(F)를 구성하는 메인블록(10, 10') 상에 일렬로 배치되도록 적층한다. 이때, 상층부(F')를 구성하는 메인블록(10")은 하층부(F)를 구성하는 메인블록(10, 10')과 엇쌓기 방식으로 축조되며, 이를 통해 해당 벽면구조물은 견고하게 이루어진다. 참고로, 상층부(F')를 구성하는 메인블록(10")은 하층부(F)를 구성하는 메인블록(10, 10')의 종대(40)에 안내되어 적층되고, 해당 방향은 엇쌓기 방향이므로 메인블록(10, 10', 10")은 상하좌우가 서로 긴밀하게 결속되는 구조를 이룬다.The main blocks 10 "constituting the upper layer F 'are stacked so as to be arranged in a row on the main blocks 10 and 10' constituting the lower layer F. In this case, the main blocks constituting the upper layer F 'are stacked. The block 10 ″ is constructed in a stacking manner with the main blocks 10 and 10 ′ constituting the lower layer part F, whereby the wall structure is firmly formed. For reference, the main block 10 "constituting the upper layer F 'is guided and stacked on the longitudinal band 40 of the main blocks 10 and 10' constituting the lower layer F, and the corresponding direction is the stacking direction. Therefore, the main blocks 10, 10 ', 10 "form a structure in which the top, bottom, left and right are tightly coupled to each other.
계속해서, 상층부(F')를 구성하는 메인블록(10")은 하방으로 개구된 중앙홈(11)과 측면홈(12, 12')을 포함하고, 하층부(F)를 구성하는 메인블록(10, 10')으로부터 돌출되도록 안착된 연결블록(20, 20', 20")은 상층부(F')를 구성하는 메인블록(10")의 중앙홈(11)과 측면홈(12, 12')에 각각 삽입된다. 결국, 엇쌓기로 적층된 메인블록(10, 10', 10")은 종대(40)와 더불어 연결블록(20, 20', 20")을 매개로 긴밀하게 결속되는 구조를 이룬다.Subsequently, the main block 10 "constituting the upper layer F 'includes a central groove 11 and side grooves 12 and 12' opened downward, and the main block constituting the lower layer F '( The connecting blocks 20, 20 ′ and 20 ″ mounted to protrude from 10 and 10 ′ are center grooves 11 and side grooves 12 and 12 ′ of the main block 10 ″ forming the upper layer F ′. Finally, the main blocks 10, 10 ', and 10 "stacked in a stack are tightly coupled to each other via the connection blocks 20, 20', and 20" along with the longitudinal band 40. To achieve.
도 4는 본 발명에 따른 벽면구조물의 다른 시공 모습을 도시한 사시도인 바, 이를 참조해 설명한다.4 is a perspective view showing another construction of the wall structure according to the present invention, will be described with reference to this.
하층부(F) 메인블록(10, 10')과 상층부(F') 메인블록(10")을 서로 결속시키는 수단으로는 전술한 바와 같이 연결블록(20, 20', 20")과 종대(40)가 있다. 그런데, 메인블록(10, 10', 10")은 콘크리트 재질이고, 연결블록(20, 20', 20") 또한 콘크리트 재질로 제작될 수 있으므로, 메인블록(10, 10', 10")과 연결블록(20, 20', 20") 간의 정밀한 결속에는 한계가 있다. 물론, 종대(40)에 의해 메인블록(10, 10', 10")이 단단히 결속하지만, 이웃하는 메인블록(10, 10', 10") 간의 틈새 발생은 불가피한 것이다.As a means for binding the lower layer F main block 10, 10 'and the upper layer F' main block 10 "to each other, as described above, the connection block 20, 20 ', 20" and the longitudinal band 40 There is). However, since the main blocks 10, 10 ', 10 "are made of concrete, and the connection blocks 20, 20', 20" may also be made of concrete, the main blocks 10, 10 ', 10 "and There is a limit to the precise engagement between the connecting blocks 20, 20 ', 20 ". Of course, the main blocks 10, 10 ', 10 "are firmly bound by the longitudinal band 40, but the gap between neighboring main blocks 10, 10', 10" is inevitable.
이러한 문제를 해소하기 위해 본 발명에 따른 시공방법에서는 상기 상층부 적층단계 이전에, 하층부 메인블록 상면에 시멘트 모르타르를 도포하는 시멘트 모르타르 도포단계를 더 포함한다.In order to solve this problem, the construction method according to the present invention further includes a cement mortar coating step of applying cement mortar to the upper surface of the lower main block before the upper layer stacking step.
시멘트 모르타르 도포단계는 상층부(F')를 구성하는 메인블록(10")과, 하층부(F)를 구성하는 메인블록(10, 10')이 서로 접하는 부분에 시멘트 모르타르를 도포해서, 이를 매개로 메인블록(10, 10', 10")이 서로 접합할 수 있도록 한다. 결국, 메인블록(10, 10', 10")은 틈새 발생 없이 정밀한 결속을 이룰 수 있다.In the cement mortar coating step, cement mortar is applied to a portion where the main block 10 "constituting the upper layer F 'and the main blocks 10 and 10' constituting the lower layer F are in contact with each other. The main blocks 10, 10 ', 10 "can be bonded to each other. As a result, the main blocks 10, 10 ′, and 10 ″ can achieve precise engagement without generating gaps.
그런데, 벽면구조물 시공과정 중, 시멘트 모르타르는 하층부(F)를 구성하는 메인블록(10, 10', 10")의 상면에 도포된다. 즉, 메인블록(10, 10') 상면으로 돌출된 연결블록(20, 20', 20")을 피해서 상층부 메인블록(10")이 접하는 부분에만 시멘트 모르타르의 도포가 이루어지는 것이다. 결국, 작업자는 돌출된 연결블록(20, 20', 20")을 피해서 일정량의 시멘트 모르타르를 하층부 메인블록(10, 10')의 일부분에 도포해야 하므로, 상면 전체에 일괄적으로 도포하면 충분했던 종래 도포 작업에 비해 상대적으로 작업이 곤란한 문제가 있었다.However, during the construction of the wall structure, cement mortar is applied to the upper surface of the main blocks 10, 10 ', 10 "constituting the lower layer portion F. That is, the connection protruding to the upper surface of the main blocks 10, 10'. The cement mortar is applied only to the contact area of the upper main block 10 "by avoiding the blocks 20, 20 'and 20". In the end, the operator avoids the protruding connecting blocks 20, 20' and 20 ". Since a certain amount of cement mortar has to be applied to a part of the lower main blocks 10 and 10 ', there is a problem in that the work is difficult compared to the conventional coating work, which was sufficient to be applied collectively on the entire upper surface.
이러한 문제를 해소하기 위해서, 본 발명에 따른 시공방법에서는 연결블록(20, 20', 20")을 연결하는 횡대(30)를 로프 재질로 한다. 따라서, 횡대(30)의 장력이 이완되도록 조절하면, 도 4(a)에 도시한 바와 같이, 연결블록(20, 20', 20")이 자체 하중에 의해서 중앙홈(11)과 측면홈(12, 12')으로 인입된다.In order to solve this problem, the construction method according to the present invention is made of a rope material for connecting the connecting blocks (20, 20 ', 20 "). Thus, the tension of the crossbar 30 is adjusted to relax As shown in FIG. 4 (a), the connecting blocks 20, 20 ′ and 20 ″ are led into the central groove 11 and the side grooves 12 and 12 ′ by their own loads.
작업자는 연결블록(20, 20', 20")이 중앙홈(11)과 측면홈(12, 12')에 삽입된 상태에서 도 4(b)에 도시한 바와 같이 메인블록(10, 10') 상면에 시멘트 모르타르를 도포한다. 해당 작업 중 전술한 바와 같이 연결블록(20, 20', 20")은 메인블록(10, 10') 상면으로 돌출되지 않으므로, 작업자는 연결블록(20, 20', 20")에 의한 간섭없이 원활히 도포 작업을 수행할 수 있다.As shown in FIG. 4 (b), the operator may insert the main block 10, 10 ′ with the connection block 20, 20 ′, 20 ″ inserted into the center groove 11 and the side grooves 12, 12 ′. ) Cement mortar is applied to the upper surface. As described above, the connection blocks 20, 20 ′ and 20 ″ do not protrude to the upper surfaces of the main blocks 10 and 10 ′, and thus, the operator may connect the connection blocks 20 and 20. ', 20 ") can be performed smoothly without interference.
작업자의 도포작업이 완료되면, 작업자는 로프 재질의 횡대(30)를 당겨서 장력을 가하고, 이를 통해 중앙홈(11)과 측면홈(12, 12')으로 인입된 연결블록(20, 20', 20")이 도 4(c)에 도시한 바와 같이 메인블록(10, 10')의 상면으로 돌출되도록 한다. 물론, 횡대(30)는 해당 장력을 유지할 수 있도록 고정되고, 이를 통해 연결블록(20, 20', 20")은 돌출된 상태를 유지하게 된다.When the application of the worker is completed, the operator applies the tension by pulling the rope 30 of the rope material, through which the connection block 20, 20 ', which is introduced into the central groove 11 and the side grooves (12, 12'), 20 ") is projected to the upper surface of the main block 10, 10 'as shown in Figure 4 (c). Of course, the crossbar 30 is fixed to maintain the tension, through which the connecting block ( 20, 20 ', 20 ") will remain protruding.
도 5는 본 발명에 따른 벽면구조물에 보강패널이 보강되는 제1실시 모습을 도시한 사시도인 바, 이를 참조해 설명한다.Figure 5 is a perspective view showing a first embodiment in which the reinforcing panel is reinforced to the wall structure according to the present invention, will be described with reference to this.
본 발명에 따른 벽면구조물은 건축물의 벽면을 이루므로, 실내 보온 등을 위해 단열재 등과 같은 보강패널(60)이 장착된다. 상기 벽면구조물은 보강패널(60)이 안정적으로 고정됨은 물론 움직임을 최소화해서 보온이 효과적으로 이루어질 수 있도록 하는데, 이를 위해 보강패널(60)을 벽면구조물에 고정하기 위한 링커(50)를 더 포함한다. 링커(50)는 메인블록(10)의 상단에 걸려 고정되는 'E' 형상의 고리로서, 제1홈(50a)은 중앙홈(11)을 경계하는 메인블록의 전면 상단에 걸리고, 제2홈(50b)은 보강패널(60)을 수용한다. 여기서, 제1홈(50a)이 걸리는 상기 메인블록의 전면 상단에는 고정홈(15)이 형성되어서, 링커(50)가 흔들림없이 제 위치를 유지할 수 있도록 한다. 또한, 제2홈(50b)으로 삽입된 보강패널(60)이 현상태를 안정적으로 유지할 수 있도록, 볼트 또는 핀과 같은 고정수단(51)이 제2홈(50b)으로 관통하도록 되어서, 제2홈(50b)에 삽입된 보강패널(60)을 끼워 고정할 수 있도록 한다.Since the wall structure according to the present invention forms a wall surface of the building, a reinforcement panel 60 such as a heat insulating material is installed for indoor insulation. The wall structure is to ensure that the reinforcement panel 60 is stably fixed as well as to minimize the movement to keep the insulation effective, for this purpose further comprises a linker 50 for fixing the reinforcement panel 60 to the wall structure. Linker 50 is a hook of the 'E' shape is fixed to the upper end of the main block 10, the first groove (50a) is caught on the front top of the main block bordering the central groove 11, the second groove 50b houses the reinforcement panel 60. Here, the fixing groove 15 is formed on the front upper end of the main block that the first groove (50a) is caught, so that the linker 50 can maintain the position without shaking. In addition, the fixing means 51 such as bolts or pins penetrate the second groove 50b so that the reinforcement panel 60 inserted into the second groove 50b can stably maintain the current state. Reinforcement panel 60 inserted into the (50b) to be fixed.
참고로, 본 발명에 따른 실시 예에서의 링커(50)는 벽면구조물의 상단부에 위치하는 메인블록(10)에 배치된다.For reference, the linker 50 in the embodiment according to the present invention is disposed in the main block 10 located at the upper end of the wall structure.
도 6은 본 발명에 따른 벽면구조물에 보강패널이 보강되는 제2실시 모습을 도시한 사시도인 바, 이를 참조해 설명한다.Figure 6 is a perspective view showing a second embodiment in which the reinforcing panel is reinforced to the wall structure according to the present invention, will be described with reference to this.
본 발명에 따른 벽면구조물의 또 다른 실시 예에서는 링커(50')가 'ㄷ' 형상의 고리로서, 제1홈(50a)은 중앙홈(11)을 경계하는 메인블록의 전면 상단에 걸리고, 제1홈(50a)의 전면에는 앵커(52)가 돌출 형성된다. 이러한 구조를 갖는 링커(50')는 상기 벽면구조물 곳곳에 위치되도록 되고, 이를 통해 상기 벽면구조물 곳곳에는 앵커(52)가 돌출된 형상을 이룬다. 따라서, 보강패널(60)을 상기 벽면구조물에 강제 밀착시킴으로써 상호 결속시킬 수 있고, 이를 통해 보강패널(60)에 대한 시공이 용이해진다.In another embodiment of the wall structure according to the present invention, the linker 50 'is a' c 'shaped ring, the first groove 50a is caught on the front upper end of the main block bordering the central groove 11, The anchor 52 protrudes from the front surface of the one groove 50a. The linker 50 'having such a structure is to be positioned throughout the wall structure, and thus the anchor 52 protrudes through the wall structure. Therefore, by reinforcing the reinforcement panel 60 to the wall structure by forcing close to each other, through which the construction of the reinforcement panel 60 is facilitated.
도 7은 본 발명에 따른 벽면구조물에 메인블록과 연결블록의 다른 결합 모습을 도시한 정단면도인 바, 이를 참조해 설명한다.7 is a front sectional view showing another coupling state of the main block and the connection block to the wall structure according to the present invention, will be described with reference to this.
본 발명에 따른 벽면구조물은 안착홈(14')이 일정 곡률을 갖도록 볼록하게 형성되고, 연결블록(20, 20', 20")의 횡대(30)가 삽입되는 인입홈(22)은 일정 곡률을 갖도록 오목하게 형성된다. 결국, 연결블록(20, 20', 20")을 관통하면서 메인블록(10, 10')에 안착된 횡대(30)는, 도시한 바와 같이 일정한 규칙으로 파동 형태를 이루게 된다.The wall structure according to the present invention is convexly formed so that the seating groove 14 'has a predetermined curvature, and the inlet groove 22 into which the transverses 30 of the connection blocks 20, 20', and 20 "are inserted has a predetermined curvature. As a result, the crossbar 30 seated on the main blocks 10 and 10 'while penetrating through the connecting blocks 20, 20' and 20 " Is achieved.
전술한 바와 같이, 중앙홈(11)과 측면홈(12, 12')에 삽입된 연결블록(20, 20', 20")은 자중에 의해 지속적으로 힘을 받는다. 따라서, 연결블록(20, 20', 20")을 연결하는 횡대(30)는 연결블록(20, 20', 20")과 안착홈의 경계 부분에서 집중적으로 힘을 받게 되고, 횡대(30)가 로프 재질인 경우 그 뒤틀림은 더욱 심해진다. 따라서, 본 안착홈(14')과 인입홈(22)을 곡률이 형성된 볼록 및 오목 형상으로 성형해서, 로프 재질의 횡대(30)가 상기 경계 부분에서도 뒤틀림 없이 길이방향을 따라 안정된 장력을 받을 수 있도록 하고, 이를 통해 벽면구조물이 안정적인 지지구조를 유지할 수 있도록 한다.As described above, the connecting blocks 20, 20 ', 20 "inserted into the central groove 11 and the side grooves 12, 12' are continuously subjected to the force by their own weight. The crossbar 30 connecting the 20 'and 20 "is intensively received at the boundary between the connecting blocks 20, 20' and 20" and the seating groove, and the crossbar 30 is twisted when the crossbar 30 is a rope material. Therefore, the seating recess 14 'and the inlet recess 22 are formed into convex and concave shapes with curvature, so that the crossbar 30 made of rope material is twisted along the lengthwise direction without warping even at the boundary portion. It allows to receive a stable tension, thereby allowing the wall structure to maintain a stable support structure.
앞서 설명한 본 발명의 상세한 설명에서는 본 발명의 바람직한 실시 예들을 참조해 설명했지만, 해당 기술분야의 숙련된 당업자 또는 해당 기술분야에 통상의 지식을 갖는 자라면 후술될 특허청구범위에 기재된 본 발명의 사상 및 기술영역으로부터 벗어나지 않는 범위 내에서 본 발명을 다양하게 수정 및 변경시킬 수 있음을 이해할 수 있을 것이다.In the detailed description of the present invention described above with reference to the preferred embodiments of the present invention, those skilled in the art or those skilled in the art having ordinary skill in the art will be described in the claims to be described later And it will be understood that various modifications and changes of the present invention can be made without departing from the scope of the art.
10,10',10"; 메인블록 11; 중앙홈 12,12'; 측면홈10,10 ', 10 "; Main block 11; Center groove 12, 12'; Side groove
13; 관통공 14,14'; 안착홈 15; 고정홈 13; Through hole 14,14 '; Seating groove 15; Fixing groove
20,20',20"; 연결블록 21; 결림돌기 30; 횡대20,20 ', 20 "; connecting block 21; stiffening 30; crossbar
40; 종대 50,50'; 링커 51; 고정수단40; 50,50 '; Linker 51; Fixing means
52;앵커 60;보강패널52; anchor 60; reinforcement panel

Claims (10)

  1. 일렬로 연결되는 메인블록이 다층으로 적층돼 이루어지는 건축물의 벽면구조물에 있어서,In the wall structure of the building is formed by stacking the main blocks connected in a row in multiple layers,
    상기 메인블록은, 양측단부에 걸림홈을 갖추고 상하로 관통하도록 형성되는 중앙홈과, 내측단부에 걸림홈을 갖추고 상기 메인블록의 양측면에 각각 측방으로 개방되도록 형성된 측면홈을 구비하고;The main block has a central groove formed to have a locking groove at both side ends and penetrates up and down, and a side groove formed at both inner sides of the main block to have a locking groove at the inner end;
    양측단부에는 상기 중앙홈 및 측면홈의 걸림홈과 맞물리는 걸림돌기가 각각 돌출 형성되고, 상기 중앙홈 또는 측면홈에 하단 일부가 삽입되어 하층부의 메인블록과 상층부의 메인블록을 결속하는 연결블록; 및A connecting block which is formed at both sides of the locking projections engaging with the locking grooves of the central groove and the side grooves, respectively, and having a lower portion inserted into the central groove or the side groove to bind the main block of the lower layer to the main block of the upper layer; And
    상기 연결블록을 관통해 일렬로 연결하는 횡대;A transverse rod penetrating through the connection block;
    를 더 포함하는 것을 특징으로 하는 건축물의 벽면구조물.Wall structure of the building, characterized in that it further comprises.
  2. 제 1 항에 있어서,The method of claim 1,
    상기 상층부의 메인블록과 하층부의 메인블록을 관통해 연결하는 종대;A longitudinal band connecting through the main block of the upper layer and the main block of the lower layer;
    를 더 포함하는 것을 특징으로 하는 건축물의 벽면구조물.Wall structure of the building, characterized in that it further comprises.
  3. 제 1 항에 있어서,The method of claim 1,
    상기 횡대는 로프 재질인 것을 특징으로 하는 건축물의 벽면구조물.The cross is a wall structure of the building, characterized in that the rope material.
  4. 제 3 항에 있어서,The method of claim 3, wherein
    상기 중앙홈과 측면홈 사이의 상기 메인블록 상면에는 상기 횡대를 수용하되 일정 곡률을 갖도록 볼록하게 형성된 안착홈을 갖추고;The main block upper surface between the center groove and the side groove is provided with a receiving groove formed to be convex so as to accommodate the transverse but has a certain curvature;
    상기 횡대가 관통하는 상기 연결블록의 인입홀은 일정 곡률을 갖도록 오목하게 형성된 것을 특징으로 하는 건축물의 벽면구조물.The entry hole of the connecting block through which the cross is penetrated is a wall structure of the building, characterized in that formed concave to have a certain curvature.
  5. 제 1 항에 있어서,The method of claim 1,
    상기 중앙홈을 경계하는 상기 메인블록의 전면 상단에 걸리도록 형성된 제1홈과, 보강패널이 수용되도록 형성된 제2홈을 갖는 'E' 형상의 링커를 더 포함하는 것을 특징으로 하는 건축물의 벽면구조물.The wall structure of the building, characterized in that it further comprises a linker of the 'E' shape having a first groove formed to be caught on the front top of the main block bordering the central groove, and a second groove formed to accommodate the reinforcement panel .
  6. 제 1 항에 있어서, The method of claim 1,
    상기 중앙홈을 경계하는 상기 메인블록의 전면 상단에 걸리도록 형성된 제1홈과, 보강패널이 끼워지도록 돌출 형성된 앵커를 갖는 'ㄷ' 형상의 링커를 더 포함하는 것을 특징으로 하는 건축물의 벽면구조물.The wall structure of the building, characterized in that it further comprises a linker having a first groove formed to be caught to the front top of the main block bordering the central groove, and the anchor formed protruding to fit the reinforcement panel.
  7. 양측단부에 걸림홈을 갖추고 상하로 관통하도록 형성되는 중앙홈과, 내측단부에 걸림홈을 갖추고 상기 메인블록의 양측면에 각각 측방으로 개방되도록 형성된 측면홈을 구비한 메인블록;을 일렬로 연결해서 하층부를 이루는 하층부 적층단계,A main block having a locking groove at both ends and formed to penetrate up and down, and a main block having a locking groove at the inner end and having side grooves formed to open laterally on both sides of the main block; Lower layer lamination step to form,
    양측단부에는 상기 중앙홈 및 측면홈의 걸림홈과 맞물리는 걸림돌기가 각각 돌출 형성된 연결블록을, 상기 연결블록을 관통하는 횡대를 매개로 연결하는 단계;Connecting both side ends of the connecting blocks, each of which has a projection projecting to be engaged with the locking groove of the central groove and the side groove, by a transverse passing through the connection block;
    상기 연결블록의 하단 일부를 상기 하층부의 메인블록 내 중앙홈 또는 측면홈에 각각 삽입하는 연결블록 적층단계; 및A connecting block stacking step of inserting a lower portion of the connecting block into a central groove or a side groove in the main block of the lower layer, respectively; And
    메인블록의 중앙홈 또는 측면홈으로 상기 연결블록의 상단 일부가 삽입되도록, 메인블록을 상기 하층부의 메인블록 상면에 적층하는 상층부 적층단계;An upper layer stacking step of stacking the main block on the upper surface of the main block of the lower layer so that a part of the upper end of the connection block is inserted into the central groove or the side groove of the main block;
    를 포함하는 것을 특징으로 하는 건축물의 벽면 시공방법.Wall surface construction method of a building comprising a.
  8. 제 7 항에 있어서,The method of claim 7, wherein
    상기 상층부 적층단계 이전에, 상기 하층부의 메인블록에 종대가 입설되도록 삽입하는 단계를 더 포함하는 것을 특징으로 하는 건축물의 벽면 시공방법.The method of constructing the wall surface of the building further comprising the step of inserting a longitudinal zone into the main block before the upper layer stacking step.
  9. 제 7 항에 있어서,The method of claim 7, wherein
    상기 연결블록 적층단계와 상층부 적층단계 사이에,Between the connecting block stacking step and the upper layer stacking step,
    상기 하층부의 메인블록 상면에 시멘트 모르타르를 도포하는 도포단계를 더 포함하는 것을 특징으로 하는 건축물의 벽면 시공방법.The method of claim 1, further comprising the step of applying a cement mortar on the upper surface of the main block of the lower layer.
  10. 제 9 항에 있어서,The method of claim 9,
    상기 횡대는 로프 재질이고;The crosspiece is a rope material;
    상기 도포단계는, 상기 횡대의 장력이 이완되도록 조정해서 상기 연결블록이 해당 중앙홈 및 측면홈으로 인입되도록 하는 제1단계와, 상기 연결블록이 상기 중앙홈 및 측면홈으로 인입된 상기 하층부의 메인블록 상면에 시멘트 모르타르를 도포하는 제2단계와, 상기 횡대의 장력을 조정해서 상기 연결블록이 상기 하층부의 메인블록 상면에 돌출되도록 하는 제3단계로 구성된 것;The coating step may include a first step of adjusting the tension of the transverse to relax so that the connection block is introduced into the corresponding center groove and the side groove, and the main part of the lower layer portion into which the connection block is introduced into the center groove and the side groove. A second step of applying cement mortar to the upper surface of the block, and a third step of adjusting the tension of the horizontal rod so that the connecting block protrudes from the upper surface of the main block of the lower layer;
    을 특징으로 하는 건축물의 벽면 시공방법.Wall construction method of the building, characterized in that.
PCT/KR2014/001739 2013-04-19 2014-03-04 Method for constructing wall of building and wall structure WO2014171628A1 (en)

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