WO2014171628A1 - Procédé de construction d'une paroi de bâtiment et structure de paroi - Google Patents

Procédé de construction d'une paroi de bâtiment et structure de paroi 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
Prior art date
Application number
PCT/KR2014/001739
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English (en)
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.)
Filing date
Publication date
Application filed by 나라앤텍(주) filed Critical 나라앤텍(주)
Priority to CN201480022182.0A priority Critical patent/CN105229245B/zh
Publication of WO2014171628A1 publication Critical patent/WO2014171628A1/fr

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Classifications

    • 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)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

La présente invention porte sur un procédé qui permet de construire une paroi de bâtiment et sur une structure de paroi, ladite structure étant construite par la pose d'une pluralité de couches de bloc principal reliées successivement, le bloc principal comprenant : une rainure centrale, formée de façon à pénétrer verticalement, les deux extrémités comportant une rainure de saisie ; une rainure latérale formée des deux côtés du bloc principal de façon à être ouverte sur les côtés, l'extrémité intérieure de celle-ci comportant une rainure de saisie ; un bloc de liaison ayant une saillie de saisie formée aux deux extrémités de celui-ci pour venir en prise avec la rainure de saisie de la rainure centrale et de la rainure latérale, l'extrémité inférieure de celle-ci étant partiellement insérée dans la rainure centrale et la rainure latérale, de façon à lier les blocs principaux des couches supérieure et inférieure adjacentes ; une saillie transversale pénétrant dans le bloc de liaison de façon à relier les blocs en série.
PCT/KR2014/001739 2013-04-19 2014-03-04 Procédé de construction d'une paroi de bâtiment et structure de paroi WO2014171628A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201480022182.0A CN105229245B (zh) 2013-04-19 2014-03-04 建筑物的墙面施工方法及墙面结构物

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KR10-2013-0043569 2013-04-19
KR1020130043569A KR101320092B1 (ko) 2013-04-19 2013-04-19 건축물의 벽면 시공방법과 벽면구조물

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WO2014171628A1 true WO2014171628A1 (fr) 2014-10-23

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KR (1) KR101320092B1 (fr)
CN (1) CN105229245B (fr)
WO (1) WO2014171628A1 (fr)

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RU2668890C1 (ru) * 2017-09-14 2018-10-04 Нара Энд Тек Ко., Лтд. Сейсмостойкий блок сейсмоизолирующего типа и сейсмостойкая структура, в которой он используется
CN110528732A (zh) * 2019-08-20 2019-12-03 深圳市三通特发科技有限公司 一种环保型楔块式自组装3d打印定制化隔墙
CN113914505A (zh) * 2021-09-28 2022-01-11 山西四建集团有限公司 钢砖组合镂空屏风串珠式施工方法及其制造的镂空屏风
CN115182480A (zh) * 2022-07-22 2022-10-14 山东省建筑设计研究院有限公司 一种装配式节能建筑墙体连接构造

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KR101434805B1 (ko) 2013-12-11 2014-08-26 유정환 건축물의 벽체구조
KR101644180B1 (ko) * 2015-10-23 2016-07-29 연성환 건물 벽체
CN107630507A (zh) * 2017-10-10 2018-01-26 扬州工业职业技术学院 一种中柱与穿梁节点榫卯结构及其安装方法
CN107574928A (zh) * 2017-10-10 2018-01-12 扬州工业职业技术学院 一种中柱与穿梁节点榫卯结构及其安装方法
KR102042748B1 (ko) * 2017-12-13 2019-11-08 나라앤텍 주식회사 내진블록과 벽면 어셈블리
CN114197694A (zh) * 2021-12-30 2022-03-18 中机国能电力工程有限公司 一种抗剪抗拉的墙体及其建造方法

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