WO2007131387A1 - Structure de paroi du type à assembler - Google Patents

Structure de paroi du type à assembler Download PDF

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Publication number
WO2007131387A1
WO2007131387A1 PCT/CN2006/000960 CN2006000960W WO2007131387A1 WO 2007131387 A1 WO2007131387 A1 WO 2007131387A1 CN 2006000960 W CN2006000960 W CN 2006000960W WO 2007131387 A1 WO2007131387 A1 WO 2007131387A1
Authority
WO
WIPO (PCT)
Prior art keywords
wall
wall body
compartment
connecting plate
hole
Prior art date
Application number
PCT/CN2006/000960
Other languages
English (en)
French (fr)
Inventor
Chen-Yin Lu
Ying-Chung Lan
Original Assignee
Chen-Yin Lu
Ying-Chung Lan
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 Chen-Yin Lu, Ying-Chung Lan filed Critical Chen-Yin Lu
Priority to PL06741850T priority Critical patent/PL2019172T3/pl
Priority to JP2009510254A priority patent/JP4903860B2/ja
Priority to US12/300,775 priority patent/US8127505B2/en
Priority to PCT/CN2006/000960 priority patent/WO2007131387A1/zh
Priority to ES06741850.9T priority patent/ES2611928T3/es
Priority to EP06741850.9A priority patent/EP2019172B1/en
Publication of WO2007131387A1 publication Critical patent/WO2007131387A1/zh

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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
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • E04B1/043—Connections specially adapted therefor
    • 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
    • E04B1/0023—Building characterised by incorporated canalisations
    • 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
    • E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
    • E04B2/16—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position
    • E04B2/18—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/7401—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using panels without a frame or supporting posts, with or without upper or lower edge locating rails
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
    • E04C2/52—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits
    • E04C2/521—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits serving for locating conduits; for ventilating, heating or cooling
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202—Details of connections
    • E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
    • E04B2002/023—Non-undercut connections, e.g. tongue and groove connections with rabbets, e.g. stepped
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202—Details of connections
    • E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys
    • E04B2002/0247—Strips or bars

Definitions

  • the invention relates to a combined compartment structure, in particular to a space design, wherein a continuous wall surface is formed by a side end of a plurality of compartment wall units, and a vertical space is formed, and the construction is simple. Easy to assemble modular compartment structure. Background technique
  • the design of space has been around for a long time.
  • the earth is a space
  • the city is a space
  • the park is a space
  • the stage is a space
  • the floor and the floor of the building are respectively a space, whether it is a natural three-dimensional Space, or artificially constructed three-dimensional space, in order to make good use of the space
  • the architects often make a holistic spatial planning design for the three-dimensional space to provide people to use and change the visual sense of the space
  • the partition wall is the best way to vertically separate the three-dimensional space, which is widely used in buildings. .
  • Pipeline electrical, gas, waterway and other pipelines are difficult to lay, and subsequent maintenance is difficult.
  • the light compartment system and the lightweight concrete grouting system also have the problem of long construction period and difficult construction as the partition wall. Especially the construction cost of the lightweight concrete grouting system and the metal trough combination system is high, and the metal trough type combination system is not fireproof, and it will also become a worry in the choice of the partition wall building. Summary of the invention
  • the main object of the present invention is to provide a compartment wall unit and a combination type.
  • the compartment structure, the combined compartment structure can be adapted to any shape space, has the effect of improving the construction speed of the compartment, thereby saving construction cost and working time, improving the interface processing, and optimizing the quality of life.
  • the partition wall unit provided by the present invention has a wall body, and the wall body has a quadrangular shape, and has a L-shaped line extending along two specific adjacent sides of the wall body at the front end of the wall body.
  • the first connecting plate has a thickness of exactly one-half of the wall body, and extends straight along the other specific adjacent side of the wall body at the front end of the wall body to form an L-shaped second connection.
  • a thickness of the L-shaped plate is exactly one-half of the wall body, and a plurality of horizontal pipes and a plurality of vertical pipes respectively communicating with the pipe are respectively disposed in the wall body, and the first connection a screw hole is respectively formed in the plate and the second connecting plate;
  • the wall body is disposed on the two metal mesh layers, and is respectively located at the two horizontal end pipes and the two sides of the vertical pipe;
  • the wall body is disposed
  • the multiple array struts are respectively located at the outer ends of the two metal mesh layers, and are staggered in the horizontal direction and the longitudinal direction; the inner side end of the first connecting plate of any one of the partition wall units is exactly the second with any of the compartment wall units The inner side of the board terminates the group.
  • the combined compartment structure provided by the present invention comprises a continuous wall surface formed by a plurality of side wall end groups of the above-mentioned structure, and at least one set of edges is arranged on the periphery of the wall surface of the plurality of partition wall units.
  • the steel plate fixes the connected plurality of partition wall units and connects the inner side of the three-dimensional space;
  • the edged steel plate has a fixing surface for connecting the inner side of the three-dimensional space, and the side end of the fixed surface is bent perpendicularly to extend a set of joints
  • the set of joints is respectively formed corresponding to the first joint plate and the second joint plate of each of the partition wall units.
  • each of the first connecting plate and the second connecting plate on the wall body of any two or more compartment wall units can be combined with each other to form a continuous wall surface, and each compartment of the continuous wall edge is formed.
  • the wall unit is connected to the edged steel plate inside the three-dimensional space to realize the closed and separated three-dimensional space, which is used for adjusting the planning and distribution of the three-dimensional space, and has the functions of sturdy and durable, quick and simple construction, and saving construction time cost.
  • Figure 1 A perspective view of a compartment wall unit of the present invention
  • Figure 2 is a partial cross-sectional view of the compartment wall unit of the present invention.
  • Figure 3 is a partial cross-sectional view of the compartment wall unit of the present invention.
  • Figure 4 is a schematic exploded view of the metal mesh layer and the struts of the present invention.
  • Figure 5 is a schematic view of the combination of the present invention.
  • FIG. 1 A perspective view of the edged steel sheet of the present invention.
  • Figure 6A is a partial schematic view of the edged steel plate of the present invention.
  • Figure 7 is a schematic view showing the connection of any two compartment wall units of the present invention.
  • Figure 8 is a schematic view showing the assembly of the partition wall unit and the edged steel plate of the present invention
  • Figure 9 is a schematic view showing the partial assembly of the partition wall unit and the edged steel plate of the present invention.
  • Figure 10 is a schematic view showing the partial assembly of the partition wall unit and the edged steel plate of the present invention. The most preferred embodiment of the invention
  • the present invention is used for vertically separating a three-dimensional space, which is formed by a side wall of a plurality of partition wall units 1 forming a continuous wall surface.
  • at least one set of edged steel plate 2 is disposed on the periphery of the wall of the plurality of partition wall units 1 for fixing the plurality of adjacent partition wall units 1 and connecting the inner side of the three-dimensional space, and the edge is further Between the steel plate 2 and the plurality of partition wall units 1 formed by the wall periphery, a side edge bead 3 is filled;
  • the partition wall unit 1 has a wall body 1 1.
  • the wall body 1 1 has a four-sided concrete structure and has a front end of the wall body 1 1 .
  • An L-shaped first connecting plate 1 1 1 is linearly extended along two specific adjacent sides of the wall body 1 1 , and the L-shaped connecting plate has a thickness equal to one-half of the wall body 1 1 , and The front end of the wall body 1 1 linearly extends along the other specific adjacent side of the wall body 1 1 and has an L-shaped second connecting plate 1 1 2 , and the thickness of the L-shaped connecting plate is exactly the dichotomy of the wall body 1 1
  • One of the first joints 1 1 1 has a first joint surface 1 1 1 1
  • the second joint plate 1 1 2 has a second joint surface 1 1 2 1
  • One end of the 1 and the second joint surface 1 1 2 1 - end are exactly engaged with each other.
  • the wall body 1 1 is provided with a plurality of horizontal pipes 1 1 S and a plurality of vertical pipes 1 1 4 respectively communicating with the pipe, and the first plate 1 1 1 and the second plate 1 are The screw holes 4 are respectively opened on the 1 2 .
  • the two metal mesh layers 1 2 are composed of steel wires interlaced, and are disposed in the wall body 1 1 and respectively located at the two horizontal ends of the horizontal pipe 1 1 3 and the vertical pipe 1 1 4 .
  • the plurality of struts 13 are formed in a metal shape and are disposed in the wall body 1 1 and are respectively located at the outer ends of the two metal mesh layers 1 2 and are laterally and longitudinally staggered. .
  • the edged steel plate 2 has a fixing surface 21 for connecting at least one side of the bottom edge, the top edge and the side edge fixed in the three-dimensional space, and the edge is closed.
  • the fixing surface 2 1 of the steel plate 2 is slightly smaller than one-half of the thickness of the wall body 1 1 , and the fixing surface 2 1 is provided with a plurality of through holes 2 1 1 and is outwardly disposed at the side of the fixing surface 2 1
  • the vertical bending extends a set of joints 2 2 , the outer ends of the set of joints 2 2 are just opposite to the first joint faces 1 1 1 1 1 of the first joint plates 1 1 1 and the second joint plates 1 1 2 Joint face 1 1
  • a plurality of through holes 2 2 1 are respectively arranged on the connecting surface 2 2 to correspond to the screw holes 4 (see FIGS. 3 and 7 ).
  • the edge bead 3 is made of a concrete material for filling between the fixing surface 2 1 of the edge steel plate 2 and the assembly surface 2 2 , and the edge pressing strip 3 — the outer end
  • the wall body 1 1 of the partition wall unit 1 is tightly fitted, and the plurality of screw holes are respectively formed on the edge strip 3 to correspond to the through holes 2 2 of the set of joints 2 on the edged steel plate 2 1 and the screw holes 4 respectively formed in the first connecting plate 1 1 1 and the second connecting plate 1 1 2 of the partition wall unit 1 .
  • each of the screw holes 4 has an outer hole 41, and a coaxial sliding hole 4 2 is formed at an inner end of the outer hole 4 1 .
  • the through hole 2 2 1 of the edged steel plate 2 has an aperture corresponding to the sliding hole 4 2 , and the sliding hole 42 is slightly elliptical, and the screw unit 5 can be connected to the screw hole 4 and the through hole 2 2 1 Slip adjustment is made in the sliding hole 4 2 and the through hole 2 2 1 of the screw hole 4, so that the partition wall unit 1, the edged steel plate 2, and the edged bead 3 are combined to have appropriate adhesion and margin. degree.
  • FIG. 2 when the user operates the compartment of the three-dimensional space, the user can pre-position the bottom of the three-dimensional space. And at least one side of the top edge or the side edge, the edged steel plate 2 is attached, and the fixing surface 2 1 of the edge steel plate 2 is placed on the side of the three-dimensional space, and the through hole 2 1 from the fixing surface 2 1 1 Nail into the joint unit 6 (eg: steel nail).
  • the joint unit 6 eg: steel nail
  • first joint surface 1 1 1 ⁇ of the first joint plate 1 1 1 1 and the second joint surface 1 1 2 of the second joint plate 1 1 2 on the wall body 1 1 of the two or more compartment wall units 1 are utilized.
  • the two sides are connected to each other, and the screw units 5 are respectively locked from the screw holes 4 of the first connecting plates 1 1 1 and the screw holes 4 of the second connecting plates 1 1 2 respectively.
  • Connecting the two or more compartment wall units 1 to form a continuous wall surface, and the first joint surface of the first end plate 1 1 1 of the outer wall of the partition wall unit 1 of the continuous wall edge is 1.
  • the second joint plate 1 1 2 is: the ⁇ joint surface 1 1 2 1 is connected to the back side of the joint surface 2 2 of the edging steel sheet 2 inside the body space, and the fixed surface 2 1 of the edging steel sheet 2 is A set of beading strips 3 are disposed between the two connecting plates 2, and the screwing units 5 are different from the respective screw holes 4 of the first connecting plates 1 1 1 or the respective screws on the second connecting plates 1 1 2
  • the through hole 4 is locked into the through hole 2 2 1 of the joint surface 2 2 of the edged steel plate 2, and the screw holes 4 on the edge strip 3 are combined to make the partition wall unit 1 Continuous wall edge and the edged steel plate 2 3 binding batten fixed, so that the whole three-dimensional space is a continuous wall unit by a plurality of partition walls connected to each other consisting of a closed, segments.
  • the water, electricity, gas and the like can be matched according to the user's demand. . It is easy to control the water and electricity pipelines, and can be repaired and inspected at any time.
  • the present invention has the following advantages:
  • the invention is directly spliced and fixed by the partition wall unit 1 at the construction site, and is easy to be spliced and combined, and the practitioner can only go online after simple training, and the personnel training cost is low.
  • the invention only needs on-site splicing combination, and has the advantages of improving the construction speed of the compartment, thereby saving construction cost and time cost compared with the traditional compartment construction.
  • the present invention is formed because the pipeline interface can be formed by interconnecting the horizontal pipe 1 1 3 and the vertical pipe 1 1 4 in the partition wall unit 1 without separately designing and re-breaking the partition wall to be laid. Sex, and stand in the follow-up maintenance work.
  • the invention is directly spliced and locked at the construction site by the partition wall unit to form a continuous wall surface, and is fixed on the peripheral edge of the wall surface by the edged steel plate and connected to the inner side of the space, which is easy to be spliced and combined, and has a lifting partition compared with the traditional compartment construction.
  • the advantages of construction speed, construction cost and time cost are suitable for industrial applications.

Description

组合式隔间结构 技术领域
本发明涉及一种组合式隔间结构， 特别是关于一种应用于空间设计， 由复数 隔间墙单元侧端相接组形成一连续墙面， 达成垂直向组隔立体空间， 且施工简单， 易于组装的组合式隔间结构。 背景技术
按， 人类对于空间的设计规划由来已久， 就空间来说， 地球是个空间， 城市 是个空间， 公园是个空间， 舞台是个空间， 建筑的楼层与楼层间又分别是个空间， 不论是自然形成的立体空间， 或经人为构筑的立体空间， 为了能善加利用该空间， 建筑设计者往往会针对该立体空间做出整体性空间规划设计， 以提供人们来使用， 并改变空间的视观感， 而隔间墙便是用以垂直向组隔立体空间最佳的方式， 这种方 式被广泛运用在建筑上。 .
目前习用隔间墙的制作， 早期的为原始砖墙， 借助互锁及黏结力产生支撑强 度的结构， 之后发展到以 C型钢为骨架， 硬板封面达成组合的轻隔间系统， 或另有 轻隔间加入轻质混凝土灌浆的系统， 或金属槽型组合系统。
然而上述的多种隔间墙构筑结构分别隐含有不足之处， 其中砖墙作为隔间墙 其缺点在于：
1 .施做困难， 施工人员需要长期专门的训练才能施作。
' 2 .砖墙的前置作业及施工期长， 须由每一块砖慢慢拼迭，'再以水泥补强， 十分耗' 时。
3 .墙内管线电气、 瓦斯、 水路等管线铺设不易， 且后续检修困难。
而轻隔间系统、 轻质混凝土灌浆的系统作为隔间墙同样有施工期长、 且施工 困难的问题。 尤其轻质混凝土灌浆系统与金属槽型组合系统二者的施工成本高昂， 且金属槽型组合系统并不防火， 也将成为隔间墙建筑选择上的隐忧。 发明内容
有鉴于上述习用隔间墙在制作上皆有施工困难， 装置费用高昂， 费时且繁琐， 不易为一般人学习施工的缺点， 本发明的主要目的， 在于提供一种隔间墙单元以及 一种组合式隔间结构， 该组合式隔间结构可适合于任何形状空间， 具有提升隔间施 工速度、 从而节约施工成本及工时、 并改薺接口处理， 优化生活品质的效果。 为达上述目的， 本发明提供的隔间墙单元， 具有一墙本体， 该墙本体为四边 型，具有一于该墙本体前端沿该墙本体的二特定相邻边直线延伸一呈 L型的第一接 板， 该 L型接板之厚度恰为该墙本体的二分之一， 并于该墙本体前端沿该墙本体的 另二特定相邻边直线延伸一呈 L型的第二接板，该 L型接板的厚度恰为该墙本体的 二分之一，另于该墙本体内设有复数水平向管道以及复数分别与该向管道连通的垂 直向管道， 且该第一接板与该第二接板上分别开设有螺接孔； 所述该墙本体内设置 于二金属网层， 且分别位于上述数水平向管道与上述垂直向管道两侧端； 该墙本体 内设置复数组撑板， 分别位于上述二金属网层外侧端， 呈横向及纵向交错； 该任一 隔间墙单元的第一接板内一侧端， 恰可与任一隔间墙单元的第二接板内一侧端接 组。
本发明提供的组合式隔间结构， 由复数上述结构的隔间墙单元侧端相接组形 成一连续墙面，并于该复数隔间墙单元组合成的墙面周缘设置至少一组收边钢板固 定该相接的复数隔间墙单元并连接立体空间内边；该收边钢板具有一固定面用以连 接立体空间内边， 于该固定面侧端向外垂直弯折延伸一组接面， 该组接面恰分别与 各隔间墙单元的该第一接板、 该第二接板对应所组成。
采用以上方案， 可通过任二个以上隔间墙单元的墙本体上各第一接板及第二 接板两侧相互接组组合形成一连续墙面，并将连续墙面边缘的各隔间墙单元组接于 立体空间内边的收边钢板上， 实现立体空间的被封闭、 区隔， 用以调整立体空间的 规划分配， 并具有坚固耐用且施工快速、 简易， 节约施工时间成本的功能。 附图说明 ' :'
请参阅以下有关本发明一较佳实施例的详细说明及其附图， 将可进一步了解 本发明的技术内容及其目的功效； 有关该实施例的附图为：
图 1、 本发明隔间墙单元立体图；
图 2、 本发明隔间墙单元局部剖视图；
图 3、 本发明隔间墙单元局部剖视图；
. 图 4、 本发明金属网层与撑板分解示意图；
图 5、 本发明的组合示意图；
图 6、 本发明收边钢板的立体图；
图 6A、 本发明收边钢板局部示意图；
图 7、 本发明任二隔间墙单元的连接示意图；
图 8、 本发明隔间墙单元与收边钢板组接示意图； 图 9、 本发明隔间墙单元与收边钢板局部组接示意图；
图 10、 本发明隔间墙单元与收边钢板局部组接示意图。 本发明的最较佳实施方式
为便于更进一步对本发明的构造、 使用及其特征有更深一层、 明确、 详实的 认识与了解， 发明人举出较佳实施例， 配合附图详细说明如下：
首先请参阅图 1、 图 2、 图 3、 图 5、 图 8所示， 本发明用以垂直向组隔立体 空间，其由复数隔间墙单元 1侧端相接组形成一连续墙面， 并于该复数隔间墙单元 1组合成的墙面周缘设犟至少一组收边钢板 2，用以固定该相接的复数隔间墙单元 1并连接立体空间内边，又于该收边钢板 2与该复数隔间墙单元 1组合成的墙面周 缘间， 填入一收边压条 3所组成； 其中，
依图 1、 图 2、 图 3、 图 4所示， 该隔间墙单元 1具有一墙本体 1 1， 该墙本 体 1 1外观为混凝土构成的四边型，具有一于该墙本体 1 1前端沿该墙本体 1 1的 二特定相邻边直线延伸一呈 L型的第一接板 1 1 1，该 L型接板的厚度恰为该墙本 体 1 1的二分之一，并于该墙本体 1 1前端沿该墙本体 1 1的另二特定相邻边直线 延伸一呈 L型的第二接板 1 1 2，该 L型接板的厚度恰为该墙本体 1 1的二分之一， 该第一接板 1 1 1内端有一第一接合面 1 1 1 1、第二接板 1 1 2内端有一第二接 合面 1 1 2 1，且该第一接合面 1 1 1 1一端与该第二接合面 1 1 2 1—端恰相互 对应接合。另于该墙本体 1 1内设有复数水平向管道 1 1 S以及复数分别与该向管 道连通的垂直向管道 1 1 4，且于该第一接板 1 1 1与该第二接板 1 1 2上分别开 设有螺接孔 4。 二金属网层 1 2由钢丝交织构成， 设置于该墙本体 1 1内， 且分别 位于上述数水平向管道 1 1 3与上述垂直向管道 1 1 4两侧端。 复数组撑板 1 3， 该撑板 1 3略呈 C型， 为金属材质所构成， 设置于该墙本体 1 1内， 且分别位于上 述二金属网层 1 2外侧端， 呈横向及纵向交错。该任一隔间墙单元 1的第一接板 1
1 1， 恰可与任一隔间墙单元 1的第二接板 1 1 2接组。
依图 5、 图 6、 图 6 A所示， 该收边钢板 2具有一固定面 2 1用以连接固定于 立体空间内的底边、顶边与侧边的任意至少一边， 且该收边钢板 2的固定面 2 1恰 略小于该墙本体 1 1厚度之二分之一， 该固定面 2 1上并幵设有复数贯孔 2 1 1， 又于该固定面 2 1侧端向外垂直弯折延伸一组接面 2 2，该组接面 2 2外侧端恰与 该第一接板 1 1 1的第一接合面 1 1 1 1与该第二接板 1 1 2的第二接合面 1 1
2 1对应， 且该组接面 2 2上设有复数通孔 2 2 1分别可对应上述螺接孔 4 (参见 图 3、 图 7)。' 依图 5、 图 8所示， 该收边压条 3由混凝土材质构成， 用以填入该收边钢板 2 的固定面 2 1与组接面 2 2间，且该收边压条 3—外侧端恰与该隔间墙单元 1的墙 本体 1 1形成紧配合，又于该收边压条 3上开设有复数螺接孔分别对应上述收边钢 板 2上该组接面 2 2的通孔 2 2 1以及该各隔间墙单元 1上该第一接板 1 1 1与 该第二接板 1 1 2上所分别开设的螺接孔 4。
依图 1、 图 2、 图 6 A、 图 8所示， 上述各螺接孔 4分别具有外孔 4 1， 并于 该外孔 4 1内端形成一同轴的滑孔 4 2，且该收边钢板 2的通孔 2 2 1孔径与该滑 孔 4 2对应， 该滑孔 4 2略呈椭圆型， 可供螺丝单元 5连结该螺接孔 4与该通孔 2 2 1， 并可在该螺接孔 4的滑孔 4 2与通孔 2 2 1内略做滑移调整，使隔间墙单元 1、 收边钢板 2、 收边压条 3组接后具有适当的密合度与裕度。
如上述构造， 依图 2、 图 3图 4、 图 5、 图 6A、 图 7、 图 9、 图 10所示， 使 用者在实施立体空间的隔间工作时， 可预先在该立体空间底边、顶边或侧边等任意 至少一边，安装收边钢板 2，使该收边钢板 2的固定面 2 1贴靠于该立体空间边上， 并自该固定面 2 1上的贯孔 2 1 1钉入连结单元 6 (如： 钢钉）。
另外利用任二个以上隔间墙单元 1的墙本体 1 1上各第一接板 1 1 1的第一 接合面 1 1 1 ί及第二接板 1 1 2的第二接合面 1 1 2 1两侧相互接组，并以螺丝 单元 5分别自该各第一接板 1 1 1上的各螺接孔 4与该各第二接板 1 1 2上的各 螺接孔 4锁入， 连结该二个以上隔间墙单元 1组合成一连续墙面， 并将连续墙面边 缘的各隔间墙单元 1外端第一接板 1 1 1的第一接合面 1. 1 1 1或第二接板 1 1 2的第: Τ接合面 1 1 2 1组接于 体空间内边该收边钢板 2的组接面 2 2背侧，并 自该收边钢板 2的固定面 2 1与组接面 2 2间装设收边压条 3，将该螺丝单元 5 别自该各第一接板 1 1 1上的各螺接孔 4或该各第二接板 1 1 2上的各螺接孔 4 锁入贯穿该收边钢板 2的组接面 2 2上通孔 2 2 1，同时结合该收边压条 3上的各 螺接孔 4， 使该由隔间墙单元 1组合成的连续墙面边缘与该该收边钢板 2、该收边 压条 3结合固定，使整个立体空间被由复数隔间墙单元 1相互接组成的连续墙面封 闭、 区隔。
并可在该隔间墙单元 1组合成的连续墙面内， 经由联通的水平向管道 1 1 3 与垂直向管道 1 1 4， 可依使用者需求来配接水、 电、气等管路。 易于控制水电管 路， 并可随时做管线的维修、 检查。
通过上述描述可知， 本发明具有以下优点：
1 .本发明由隔间墙单元 1于施工现场直接拼接锁合固定， 而易于拼接组合， 从业人员仅需经简单训练便可上线作业， 人员训练成本需求较低。 2 .本发明仅需现场拼接组合， 较传统隔间施工， 具有提升隔间施工速度、 从 而节约施工成本及时间成本。
3 .本发明由于管线接口可经由隔间墙单元 1内的水平向管道 1 1 3与垂直 向管道 1 1 4相互连接形成， 而不必另行设计、重新破坏隔间墙面来铺接， 具有便 利性， 并立于后续检修工作。
上列详细说明是针对本发明的一可行实施例的具体说明， 该实施例并非用以 限制本发明的专利范围， 凡未脱离本发明技艺精神所为的等效实施或变更， 例如： 等变化的等效性实施例， 均应包含于本专利范围中。 工业应用性 '
本发明由隔间墙单元在施工现场直接拼接锁合形成一连续墙面，并于该墙面周 缘通过收边钢板固定并连接空间内边， 易于拼接组合， 较传统隔间施工， 具有提升 隔间施工速度、 节约施工成本及时间成本优点， 适于工业应用。

Claims

权利要求
1 .一种隔间墙单元， 包含：
一墙本体， 该墙本体为四边型，具有一于该墙本体前端沿该墙本体的二特定 相邻边直线延伸一呈 L型的第一接板，该 L型接板之厚度恰为该墙本体的二分之一， 并于该墙本体前端沿该墙本体的另二特定相邻边直线延伸一呈 L型的第二接板，该 L型接板的厚度恰为该墙本体的二分之一， 另于该墙本体内设有复数水平向管道以 及复数分别与该向管道连通的垂直向管道；
二金属网层， 设置于该墙本体内，且分别位于上述数水平向管道与上述垂直 向管道两侧端；
复数组撑板， 设置于该墙本体内， 且分别位于上述二金属网层外侧端， 呈横 向及纵向交错。
2 .按权利要求 1所述隔间墙单元， 其中该墙本体由混凝土构成。
' 3 .按权利要求 1所述隔间墙单元， 其中该金属网层由钢丝交织构成。
4 .按权利要求 1所述隔间墙单元， 其中该撑板由金属材质构成。
5 .按权利宴求 1所述隔间墙单元， 其中该撑板略呈 C型。
6 .按权利要求 1所述隔间墙单元， 其中该撑板与该金属网层联结固定。
7 .按权利要求 1所述隔间墙单元， 其中该第一接板与该第二接板上分别幵设 有螺接孔。
.
8 .按权利要求 7所述隔间墙单元， 其中该螺接孔具有外孔， 并于该外孔内端 形成一同轴滑孔， 且该滑孔略呈椭圆型， 可供锁入的螺丝单元滑移。
9 .按权利要求 1所述隔间墙单元， 其中该第一接板内端有一第一接合面、 第 二接板内端有一第二接合面，且该第一接合面一端与该第二接合面一端恰相互对应 接合。
1 0 .—种组合式隔间结构， 用以垂直向组隔立体空间， 其包含： 以复数隔间 墙单元侧端相接组形成一连续墙面，并于该复数隔间墙单元组合成的墙面周缘设置 至少一组收边钢板固定该相接的复数隔间墙单元并连接立体空间内边； 其中，
该隔间墙单元具有一墙本体，该墙本体为四边型，具有一于该墙本体前端沿 该墙本体的二特 '定相邻边直线延伸一呈 L型的第一接板，该 L型接板的厚度恰为该 墙本体的二分之一，并于该墙本体前端沿该墙本体的另二特定相邻边直线延伸一呈 L型的第二接板， 该 L型接板的厚度恰为该墙本体的二分之一， 另于该墙本体内设 有复数水平向管道以及复数分别与该向管道连通的垂直向管道； 二金属网层， 设置 于该墙本体内， 且分别位于上述数水平向管道与上述垂直向管道两侧端； 复数组撑 板， 设置于该墙本体内， 且分别位于上述二金属网层外侧端， 呈横向及纵向交错； 该任一隔间墙单元的第一接板内一侧端，恰可与任一隔间墙单元的第二接板内一侧 端接组；
至少一组收边钢板， 该收边钢板具有一固定面用以连接立体空间内边， 于该 固定面侧端向外垂直弯折延伸一组接面，该组接面恰分别与各隔间墙单元的该第一 接板、 该第二接板对应；
由任二个以上隔间墙单元的墙本体上各第一接板及第二接板两侧相互接组 组合成， 形成一连续墙面， 并将连续墙面边缘的各隔间墙单元组接于立体空间内边 的收边钢板上而形成立体空间的被封闭、 区隔。
1 1 .按权利要求 1 0所述组合式隔间结构， 其中该收边钢板的固定面恰略小 于该墙本体厚度的二分之一。
1 2 .按权利要求 1 1所述组合式隔间结构， 其中该收边钢板的固定面上开设 有复数贯孔。
1 3 .按权利要求 1 0所述组合式隔间结构， 其中该隔间墙单元中， 该墙本体 所设的该第一接板内端有一第一接合面、第二接板内端有一第二接合面， 该第一接 合面与该第二接合面恰相互对应，且该收边钢板的组接面外侧端恰与该第一接合面 与该第二接合面对应。
1 4 .按权利要求 1 0所述组合式隔间结构， 其中该收边钢板的固定面与组接 面间，填入一收边压条，且该收边压条一外侧端恰与该隔间墙单元的墙本体紧配合。
1 5 .按权利要求 1 4所述组合式隔间结构， 其中该收边压条由混凝土材质构 成。
1 6 .按权利要求 1 4所述组合式隔间结构， 其中该隔间墙单元中， 该墙本体 所设的第一接板与该第二接板上分别开设有对应的螺接孔，并于该收边钢板的组接 面上设有复数通孔分别可对应该螺接孔，另于该收边压条上开设有复数螺接孔分别 对应该通孔； 提供各隔间墙单元的第一接板与第二接板相互组接， 或连接于该收边 钢板的组接面与该收边压条。
1 7 .按权利要求 1 6所述组合式隔间结构， 其中该螺接孔俱有外孔， 并于该 外孔内端形成一同轴的滑孔， 且该收边钢板的通孔孔径与该滑孔对应， 可供螺丝单 元连结该螺接孔与该通孔， 并在该螺接孔的滑孔与通孔内略做滑移。
1 8 .按权利要求 1 Q所述组合式隔间结构， 其中该收边钢板设置于立体空间 内的底边、 顶边或侧边者。
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US20090183450A1 (en) 2009-07-23
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EP2019172A4 (en) 2014-04-02
JP2009537710A (ja) 2009-10-29
JP4903860B2 (ja) 2012-03-28
PL2019172T3 (pl) 2017-08-31
US8127505B2 (en) 2012-03-06
EP2019172B1 (en) 2016-11-30

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