WO2008153279A1 - Unité horizontale équipée de dispositif de connexion et structure modulaire associée - Google Patents

Unité horizontale équipée de dispositif de connexion et structure modulaire associée Download PDF

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Publication number
WO2008153279A1
WO2008153279A1 PCT/KR2008/002894 KR2008002894W WO2008153279A1 WO 2008153279 A1 WO2008153279 A1 WO 2008153279A1 KR 2008002894 W KR2008002894 W KR 2008002894W WO 2008153279 A1 WO2008153279 A1 WO 2008153279A1
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WO
WIPO (PCT)
Prior art keywords
horizontal
beams
unit
joined
connecting devices
Prior art date
Application number
PCT/KR2008/002894
Other languages
English (en)
Inventor
Sung Yun Hur
Tae Hern Song
Original Assignee
Engineering System Software Laboratory Co., Ltd.
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 Engineering System Software Laboratory Co., Ltd. filed Critical Engineering System Software Laboratory Co., Ltd.
Publication of WO2008153279A1 publication Critical patent/WO2008153279A1/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
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34815—Elements not integrated in a skeleton
    • E04B1/3483—Elements not integrated in a skeleton the supporting structure consisting of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • E04B1/34326—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by longitudinal elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • E04B1/34331—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by three-dimensional elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34336—Structures movable as a whole, e.g. mobile home structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34384—Assembling details for foldable, separable, collapsible or retractable structures

Definitions

  • the present invention relates to a horizontal unit constituting a box- shaped unit module in a modular structure, comprising: beams mounted at four sides of the horizontal unit; and connecting devices joined to end portions of the beams for connecting adjacent beams with each other, wherein each of the connecting devices comprises horizontal stiffeners welded along the inner periphery thereof from the inside of portions of the connecting device, which is joined with flanges of the beams, and is higher than the beams.
  • the present invention relates to a modular structure constructed by stacking box-shaped unit modules, each of the unit modules comprising: horizontal units constituting an upper horizontal member and a lower horizontal member of the unit module; and columns vertically mounted between the upper horizontal member and the lower horizontal member, wherein ends of the columns are joined to the connecting devices mounted on the upper and lower horizontal members.
  • a modular structure means a structure that is constructed in such a way that box-shaped unit modules previously produced in a factory are stacked upward and downward and from side to side as shown in FIG. 1.
  • the unit module includes a ceiling beam, a floor beam and vertical columns for connecting the ceiling beam and the floor beam with each other, and a slab is mounted on an upper portion of the floor beam.
  • the vertical columns, the ceiling beam and the floor beam of the unit module are previously joined together in the factory by bolting or welding.
  • FIG. 2 illustrates that a beam (20) and a column (10) of a conventional unit module are joined together by means of bolts (36), wherein FIG. 2(a) is a plan view showing a joined portion between the beam (20) and the column (10), and FIG. 2(b) is a sectional view taken along the line of A-A' of FIG. 2(a).
  • a C-section steel was used for the column (10)
  • the beam (20) and the column (10) were joined together through the steps of welding an end plate (30) to an end portion of the beam (20), welding a connection plate (32) to an outer periphery of the column (10), and joining the end plate (30), the connection plate (32) and the column (10) together by means of the bolts (36) penetrating the end plate (30), the connection plate (32) and the column (10).
  • a vertical load applied to the slab (42) mounted on the beam (20) is transferred to the footing and the ground through the beam (20), the end plate (30), the bolts (36), the connection plate (32) and the column (10) in order.
  • FIG. 3 is a view showing that the beam (20) and the column (10) of the conventional unit module are fastened together by a welding
  • FIG. 3(a) is a plan view showing a joined portion between the beam (20) and the column (10)
  • FIG. 3(b) is a sectional view taken along the line of A- A' of FIG. 3(a).
  • the C-section steel and the ⁇ -section steel were respectively used.
  • the conventional method has a problem in that the vertical load is indirectly transferred from the beam (20) to the column (10) through the connection plate (32) since the vertical load applied to the slab (42) mounted on the beam (20) is transferred to the footing and the ground through the beam (20), the ⁇ r-shaped connection plate (34) and the column (10).
  • the conventional method has several problems in that the quantity of the connection plates and the number of the welded portions are increased and in that an interior finishing work may be complicated.
  • a conventional modular structure constructed a method of carrying box-shaped unit modules, which were previously producted by joining the column, the ceiling beam and the floor beam together according to the method illustrated in FIG. 2 or FIG. 3, on a construction site and stacking them.
  • the method needed to secure a layer height of one layer corresponding to a height of the unit module when the box-shaped unit modules were carried, and sometimes needed a layer height of at least two layers when the unit modules were stacked and carried in more than two layers. So, the conventional modular structure had a problem in utilizing a space since it was difficult to carry and stack the completed unit modules due to weight and volume of the unit modules.
  • a first object of the present invention is to provide a horizontal unit equipped with connecting device and modular structure using the same that stability of the modular structure is secured since the load applied on the slab is directly transferred from the beams to the columns rigid joined with each other through the connecting device.
  • a second object of the present invention is to provide a unit module constructed only by welding columns to upper portions of connecting devices of horizontal units on the spot, the horizontal units including connecting devices and beams or connecting devices, beams and slabs being mass-produced in a factory, thereby reducing a term of works and promoting economical efficiency by reducing quantities of plates and welded portions related with joining of the beams and columns.
  • a third object of the present invention is to provide a horizontal unit having connecting devices, which can be stacked and carried after being manufactured separately, and a modular structure using the horizontal unit, thereby making full use of a space.
  • a fourth object of the present invention is to provide a horizontal unit having connecting devices and a modular structure using the horizontal unit, which has an advantage in performing an interior finishing work since there is no projecting member in an inner space formed by the unit modules.
  • the present invention provides a horizontal unit constituting a box-shaped unit module in a modular structure, comprising: beams mounted at four sides of the horizontal unit; and connecting devices joined to end portions of the beams for connecting adjacent beams with each other, wherein each of the connecting devices comprises horizontal stiffeners welded along the inner periphery thereof from the inside of portions of the connecting device, which is joined with flanges of the beams, and is higher than the beams.
  • the present invention provides a modular structure constructed by stacking box-shaped unit modules, each of the unit modules comprising: horizontal units constituting an upper horizontal member and a lower horizontal member of the unit module; and columns vertically mounted between the upper horizontal member and the lower horizontal member, wherein ends of the columns are joined to the connecting devices mounted on the upper and lower horizontal members.
  • the present invention has the following effects.
  • the present invention can secure stability of the modular structure since the load applied on the slab is directly transferred from the beams to the columns rigid-joined with each other through the connecting devices.
  • the present invention can be easily manufactured and dismantled since the horizontal units are mass-produced in the factory and the columns are welded to the upper or lower portions of the connecting devices of the previously produced horizontal units on the spot. So the present invention can reduce the term of work and promote an economical efficiency since quantities of plates and welded portions for joining the beams and columns together are reduced.
  • the present invention can make full use of a space since the horizontal units, which are previously and separately manufactured, can be stacked and carried.
  • the present invention has an advantage in performing the interior finishing work since there is no projecting member in an inner space formed by the unit modules.
  • FIG. 1 is a perspective view of a modular structure constructed in such a way as to join a lot of unit modules with one another.
  • FIG. 2 is a view showing that a beam and a column of a conventional unit module are fastened together by a bolting, wherein FIG. 2(a) is a plan view, and FIG. 2(b) is a sectional view taken along the line of A-A' of FIG.
  • FIG. 3 is a view showing that the beam and the column of the conventional unit module are fastened together by a welding, wherein FIG. 3(a) is a plan view, and FIG. 3(b) is a sectional view taken along the line of A-A' of FIG. 3(a).
  • FIG. 4 is a exemplary view of a horizontal unit having connecting devices according to the present invention.
  • FIG. 5 is an exemplary view of a modular structure using the horizontal unit having the connecting devices according to the present invention.
  • the present invention provides a horizontal unit constituting a box-shaped unit module in a modular structure, comprising: beams mounted at four sides of the horizontal unit; and connecting devices joined to end portions of the beams for connecting adjacent beams with each other, wherein each of the connecting devices comprises horizontal stiffeners welded along the inner periphery thereof from the inside of portions of the connecting device, which is joined with flanges of the beams, and is higher than the beams.
  • the present invention provides a modular structure constructed by stacking box-shaped unit modules, each of the unit modules comprising: horizontal units constituting an upper horizontal member and a lower horizontal member of the unit module! and columns vertically mounted between the upper horizontal member and the lower horizontal member, wherein ends of the columns are joined to the connecting devices mounted on the upper and lower horizontal members.
  • FIG. 4 is an exemplary view of a horizontal unit (50) having connecting devices (40) according to the present invention.
  • the horizontal unit (50) includes connecting devices (40) and beams (20)
  • the horizontal unit (50) includes connecting devices (40), beams (20), and slabs (42).
  • the horizontal unit (50) using the connecting device (40) according to the present invention includes-' beams (20) mounted at four sides thereof; and connecting devices (40) joined to end portions of the beams (20) for connecting adjacent beams (20) with each other.
  • the horizontal unit (50) includes the beams (20) mounted at four sides of a rectangular body thereof, and the connecting devices (40) mounted at four edges of the rectangular body for connecting end portions of adjacent beams (20) with each other.
  • the horizontal unit (50) constructs a floor member or a ceiling member of a unit module constituting a modular structure according to the present invention.
  • Each of the connecting devices (40) includes horizontal stiffeners (44) welded along the inner periphery thereof from the inside of portions of the connecting device (40), which is joined with flanges of the beams (20), and is higher than the beams (20).
  • the connecting device (40) is directly joined to the beams (20) through the horizontal stiffeners (44) located inside the connecting device (40) and serves to directly transfer a load from the beams (20) to a column (10). If the connecting device (40) has the same height as the beams (20), it may provide easiness in handling the horizontal unit (50) since there is no projecting portion.
  • the horizontal stiffeners (44) are welded at spaces formed by an web and flanges of the H-section steel.
  • the connecting devices (40) are light-weight, the connecting devices (40) can be carried after only the connecting devices (40) are previously mass-produced in a factory.
  • the horizontal unit (50) using the connecting devices (40) according to the present invention may further include braced beams (46), each of whose both ends are joined to adjacent beams (20).
  • the braced beams (46) are members joined to the adjacent beams (20) in inclined directions to prevent a transformation of the horizontal unit (50), and it is preferable that the inclined directions of the braced beams (46) are symmetric in the entire frame of the horizontal unit (50).
  • joists may be mounted between the beams (20) opposed to each other in such a way as to traverse the opposed beams (20).
  • the horizontal unit (50) constituting a box-shaped unit module in a modular structure according to the present invention includes: beams (20) mounted at four sides thereof; connecting devices (40) joined to end portions of the beams (20) for connecting adjacent beams (20) with each other; and slabs (42) located on upper portions of the beams (20) in such a way as to traverse the beams (20) opposed to each other.
  • each of the connecting devices (40) includes horizontal stiffeners (44) welded along the inner periphery thereof from the inside of portions of the connecting device (40), which is joined with flanges of the beams (20), and is higher than the beams (20).
  • an additional horizontal stiffener (44) may be welded along the inner periphery of the connecting device (40) from the inside of a portion of the connecting device (40), which is joined with an upper surface of the slab (42).
  • the horizontal unit (50) shown in FIG. 4(b) may further include a lot of joists or braced beams (46), and the connecting device (40) may be selected from one of an angled steel pipe, a tr-section steel, a C-section steel, and an H-section steel.
  • ⁇ 6i> In order to mount the slabs (42) on the beams (20), there are a method of covering a deck plate on steel-framed beams and pouring concrete onto the deck plate, a half-PC method of mounting a PC board, which was previously manufactured in a factory on the steel-frame beams, and a method of mounting a thin PC board, arranging reinforcing rods on the PC board and pouring topping concrete onto the prepared PC board on the spot.
  • the horizontal unit (50) constructed using the beams (20), the connecting devices (40) and the slabs (42) is manufactured previously, there is no need to pour concrete for slab (42) on the spot. Accordingly, the unit module can be manufactured on the spot through a dry construction process. Furthermore, the horizontal unit (50) manufactured through the above method is profitable in utilizing a space since a lot of the horizontal units (50) can be stacked, cured and saved in a small space and carried efficiently.
  • FIG. 5 is an exemplary view of a modular structure using the horizontal units (50) having the connecting devices (40) according to the present invention
  • FIG. 5(a) is a perspective view of the modular structure according to the present invention
  • FIG. 5(b) is a plan view of an A part in FIG. 5(a)
  • FIG. 5(c) is a sectional view of a B part in FIG. 5(a).
  • the modular structure is constructed in such a way that the box-shaped unit modules are stacked.
  • the unit module includes: horizontal units (50) constituting an upper horizontal member and a lower horizontal member of the unit module; and columns (10) vertically mounted between the upper horizontal member and the lower horizontal member. Ends of the columns (10) are joined to the connecting devices (40) mounted on the upper and lower horizontal members.
  • the horizontal units (50) which includes the beams (20) and the connecting devices (40) or includes the beams (20), the connecting devices (40) and the slabs (42), are manufactured in a factory into a bundle, the horizontal units (50) and the columns (10) are stacked and carried to a construction spot, and then, the unit module and the modular structure using the unit module are manufactured through a simple assembly.
  • the connecting devices (40) serve to join the adjacent beams (20) with each other and join the columns (10), which are vertical members, to the beams (20).
  • FIG. 5(b) illustrates a joined portion of the unit modules neighboring horizontally, and is an enlarged plan view of the A part of FIG. 5(a), which corresponds to an upper portion of the connecting device (40).
  • connection plate (32) is inserted into the upper portion of the connecting device (40) located on an upper portions of columns (10) of the neighboring unit modules, and then, the connection plate (32) and the horizontal stiffeners (44) of the connecting device (40) are joined together by means of bolts (36), whereby the unit modules neighboring horizontally can be joined with each other.
  • FIG. 5(c) illustrates a joined portion of the unit modules neighboring vertically, and is an enlarged sectional view of the B part of FIG. 5(a), which corresponds to a central portion of the connecting device (40).
  • connection plate (32) is mounted between the unit modules of an upper layer and a lower layer, and then, the horizontal stiffener (44) of the connecting device (40) of the unit module and the connection plate (32) are fastened together by means of a bolt (36) penetrating the horizontal stiffener (44) and the connection plate (32). Accordingly, when the connecting device (40) is manufactured, considering that the stiffener (44) and the connection plate (32) are fastened together by means of the bolt (36), a hole for bolt (36) may be formed in the horizontal stiffener (44) of the connecting device (40) for inserting the bolt (36) thereinto.
  • the connecting devices (40) are used to join the beams (20) with each other, join the beam (20) and the column (10) with each other, and join the unit modules with each other.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

La présente invention concerne une unité horizontale équipée de dispositifs de connexion et une structure modulaire utilisant l'unité horizontale. L'unité horizontale, constituant un module unitaire en forme de boîte dans une structure modulaire, comprend : des poutres installées sur quatre côtés de l'unité horizontale ; et des dispositifs de connexion reliés à des parties d'extrémités des poutres pour connecter les poutres adjacentes entre elles, chaque dispositif de connexion comprenant des raidisseurs horizontaux soudés le long de la périphérie interne de celui-ci depuis l'intérieur de parties du dispositif de connexion, qui est relié avec des ailes des poutres, et qui est placé plus haut que les poutres. En outre, dans la structure modulaire construite en empilant les modules unitaires en forme de boîte, chaque module unitaire comprend : des unités horizontales constituant un élément horizontal supérieur et un élément horizontal inférieur du module unitaire et des colonnes installées verticalement entre l'élément horizontal supérieur et l'élément horizontal inférieur, des extrémités des colonnes étant reliées aux dispositifs de connexion installés sur les éléments horizontaux supérieur et inférieur.
PCT/KR2008/002894 2007-06-12 2008-05-23 Unité horizontale équipée de dispositif de connexion et structure modulaire associée WO2008153279A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
KR10-2007-0057365 2007-06-12
KR1020070057365A KR100764025B1 (ko) 2007-06-12 2007-06-12 연결구가 구비된 수평 유닛 및 이를 이용한 모듈러 구조물

Publications (1)

Publication Number Publication Date
WO2008153279A1 true WO2008153279A1 (fr) 2008-12-18

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KR (1) KR100764025B1 (fr)
WO (1) WO2008153279A1 (fr)

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KR100963586B1 (ko) 2008-02-27 2010-06-15 한국건설기술연구원 유닛 모듈라 시스템의 연결구, 모듈라 유닛 및 그 모듈라유닛의 제작방법
KR100963583B1 (ko) * 2008-02-27 2010-06-15 한국건설기술연구원 유닛 모듈라 시스템의 연결구, 모듈라 유닛 및 그 모듈라유닛의 제작방법
KR100963587B1 (ko) * 2008-02-27 2010-06-15 한국건설기술연구원 유닛 모듈라 시스템의 연결구, 모듈라 유닛 및 그 모듈라유닛의 제작방법
KR100963585B1 (ko) 2008-02-27 2010-06-15 한국건설기술연구원 유닛 모듈라 시스템의 연결구, 모듈라 유닛 및 그 모듈라유닛의 제작방법
KR101072497B1 (ko) * 2008-07-10 2011-10-11 재단법인 포항산업과학연구원 모듈러 건축물용 패널 시스템
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KR101448604B1 (ko) * 2009-03-13 2014-10-13 재단법인 포항산업과학연구원 모듈러 건축물용 모듈 유닛
KR100937196B1 (ko) * 2009-04-28 2010-01-20 (주)이에스연구소 경량패널을 이용한 모듈러 유닛 및 이를 이용한 모듈러 구조물의 시공방법
KR100947297B1 (ko) * 2009-07-24 2010-03-16 금강공업 주식회사 바닥 콘크리트가 일체로 형성되어 있는 건축 모듈러 유닛
KR100984196B1 (ko) 2010-03-22 2010-09-28 금강공업 주식회사 모듈러 유닛의 견인부 덮개 개폐장치
KR101241552B1 (ko) 2010-12-09 2013-03-11 (주)엘지하우시스 모듈 구조 방식 조경 구조물
KR101907746B1 (ko) * 2016-08-31 2018-10-12 서울주택도시공사 확장형 기둥 구조를 갖는 초고층형 모듈러 유닛 및 이를 이용한 구조물
KR102402560B1 (ko) * 2019-09-25 2022-05-25 이상철 모듈러 구조물
KR102238507B1 (ko) * 2019-12-27 2021-05-13 (주)유창 실내에서 체결 가능한 모듈러 건축물

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JPH0932325A (ja) * 1995-07-20 1997-02-04 Kyokuto Kogyo Kk プレハブハウス
KR20010089315A (ko) * 1998-10-20 2001-09-29 윌리엄 리차드 찰스 스튜들리 용적형 모듈식 빌딩 시스템
KR20030008723A (ko) * 2001-07-19 2003-01-29 문석주 철골구조 건축물용 석재 외벽 판넬 및 그 제조방법
JP2004084310A (ja) * 2002-08-27 2004-03-18 Sekisui House Ltd 配線構造

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105035566A (zh) * 2015-07-13 2015-11-11 张跃 梁集装箱
CN114045939A (zh) * 2021-11-11 2022-02-15 重庆大学 一种适合拼接全装修房间单元的箱体间快速拼接节点构造
CN114045939B (zh) * 2021-11-11 2024-05-17 重庆大学 一种适合拼接全装修房间单元的箱体间快速拼接节点构造

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