TWI333010B - A support member system - Google Patents

A support member system Download PDF

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Publication number
TWI333010B
TWI333010B TW092113159A TW92113159A TWI333010B TW I333010 B TWI333010 B TW I333010B TW 092113159 A TW092113159 A TW 092113159A TW 92113159 A TW92113159 A TW 92113159A TW I333010 B TWI333010 B TW I333010B
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TW
Taiwan
Prior art keywords
elongate
elongate member
length
side wall
joint
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TW092113159A
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English (en)
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TW200307078A (en
Inventor
Wee Beng Ng
Gary Donald Wyatt
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Dyntek Pte Ltd
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/41Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4178Masonry wall ties
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/72Non-load-bearing walls of elements of relatively thin form with respect to the thickness of the wall
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/76Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
    • E04B2/766T-connections
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/76Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
    • E04B2/78Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips
    • E04B2/7809Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of single or multiple tubular form
    • E04B2/7818Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of single or multiple tubular form of substantially rectangular form
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/82Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
    • E04B2/825Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building the connection between the floor and the ceiling being achieved without any restraining forces acting in the plane of the partition
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/005Girders or columns that are rollable, collapsible or otherwise adjustable in length or height
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/30Columns; Pillars; Struts
    • E04C3/32Columns; Pillars; Struts of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • E04B1/5825Connections for building structures in general of bar-shaped building elements with a closed cross-section
    • E04B1/5831Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially rectangular form
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2421Socket type connectors
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2451Connections between closed section profiles
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2463Connections to foundations
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466Details of the elongated load-supporting parts
    • E04B2001/2472Elongated load-supporting part formed from a number of parallel profiles
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/043Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the hollow cross-section comprising at least one enclosed cavity
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0465Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section square- or rectangular-shaped

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Centrifugal Separators (AREA)
  • Vehicle Body Suspensions (AREA)
  • Paper (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
  • Supports For Pipes And Cables (AREA)
  • Seal Device For Vehicle (AREA)
  • Finishing Walls (AREA)
  • Pharmaceuticals Containing Other Organic And Inorganic Compounds (AREA)
  • Light Guides In General And Applications Therefor (AREA)
  • Clamps And Clips (AREA)
  • Flanged Joints, Insulating Joints, And Other Joints (AREA)
  • Piezo-Electric Or Mechanical Vibrators, Or Delay Or Filter Circuits (AREA)
  • Control Of Motors That Do Not Use Commutators (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Gyroscopes (AREA)
  • Bipolar Transistors (AREA)
  • Surface Acoustic Wave Elements And Circuit Networks Thereof (AREA)
  • Chair Legs, Seat Parts, And Backrests (AREA)

Description

1333010 玖、發明說明,: 【發明所屬之技術領域】 本發明係有關一種支樓元件系統,且更特別地係用來 至少部分地支撐一牆壁。 【先前技術】 從碑塊和其他建築物或建構塊,諸如混凝塊所構成的 牆壁具有-最大長度和高度’其中其可不需要額外的支撐 件來防止牆壁的崩毀而建構。通常地,磚瓦壁係藉由延著 該碑壁内側之設立的混凝土所支撐,該混凝土同^係為水 平和垂直地設立,以支㈣牆壁1該磚牆需要機械性地 結合至該混凝支料時,其傳統的實施方式係制金屬桿 ,其係固定至該磚牆的水泥件以及Μ至& 將該磚牆結合至該混凝支撐件。 然而,此傳統方式的其中—個缺關在於,該結構以 及混凝支撐的使用同時係為浪費時間並且需要勞力。為了 形成該混凝支擇,其需要建構模板以封閉該混凝土欲被注 入的體積。該模板通常係、由木板所構成,並且需要一木工 來建構此模板。除此之外,在建構此模板㈣間㈣需 要插入該金属桿’其將用來將料牆結合至該混凝支樓, 通:㈣板的側壁’因此該金屬捍延伸於該模板外侧並且 延伸進入該模板之欲注入混凝土的内部容積。 如果需要的話,此雷盈 * 、 屬桿。 “要-鋼助,曲並且安裝該金 1333010 較佳地,該長形元件的第二末端以及該支撐結構接合 部之間的距離係可連續地調整。 _較^也,任冑長形元件以及鄰近之最《或最短的長$ -牛之間長度的差異係一預定的增量。典型地,該預定增 量用於全部設置的長形元件係實質上相同。 較佳地,該末端元件的可調整性係藉由該長形元件接 合部的長度所提供,其係可滑動地與該長形元件接合。 較佳地”亥系統可進一步包含一組末端元件,在該组 中的每-個末端元件具有一長形元件接合部,其帶有盘其 他每-個末端元件的接合端部之長度不同的長度。、、 典型地,該長形元件接合部之間的長度差異係一致的 。然而,其亦可能的是,在該組中任何元件的長形元件接 合部之間的長度增量可以是不一致的。
較佳地’一末端元件係可與每一個長形元件的兩個端 較佳地,母-—個具彡-i I 形70件具有一侧壁,其在使用時用 來被安裝在一欲被支撐的牌 牙幻牆壁之末端附近,該側壁包含葙 數個接合機構,該接合機播〜4 機構谷卉一凸塊元件被安裝在該側 壁上’該凸塊元件且右一 、 撑的膽壁接合。Μ部》從該側壁突出以與該欲被支 較佳地,複數個接合機構係設在沿著該長形元件之側 壁的分離的位置,使得爷 Μ凸塊元件的位置係可調整。 典型地,該接合機播4 恢攝包含插槽,該插槽較佳地實皙 平行於該長形元件的中央縱轴 、 1333010 較佳地,該接合機構係設在該長形元件的相對側邊’ 並且較佳地係設在該長形元件的全部四個側邊。此具有優 點在於,容許該長形元件被使用來支撐該長形元件之兩個 不同牆壁塊’該長形元件具有一方形的截面。 較佳地’該踏壁係由個別的建構塊,諸如磚塊或者混 凝土塊所建成。 典型地,該凸塊元件係為1形,其中L形的一部分與 該長形元件的側壁的接合元件接合,而該L形的另一部分 與欲被支撐的牆壁接合。 較佳地,該長形元件係為中空,並且典型地,具有實 質上矩形截面。 典型地,該長形元件係從金屬,例如鋼所形成。 在本發明的一個範例中, 用來與另一個長形元件接合, 接合另一個接合元件。較佳地, 地安裝在該支撐結構接合部上。 根據本發明之一支撐元件^ 該支撐結構接合部可以用來 ’如果該支撐結構接合部係 該長形元件接合部係非對稱 支撐元件系統的範例將參考隨附的圖 【實施方式】 圖1顯示一牆 一牆壁1的區段,
,其係藉由複數個垂直加固 [垂直加固件2係藉由複數 相互連接。如顯示在圖1 1的三個部分4、5、 1333010 ’並且該部分·4、5、6鄰近於該垂直加固件2的垂直邊 緣係機械性地藉由複數個繫桿7連接至該加固件2。 該垂直加固件2係在其上方和下方端部分別藉由一連 接器10連接至-上支撐部8以及連接至一下支 除此之外,該水平加固件3的每一端部係藉由一連接器工 1連接至該垂直加固件2的側邊。 該垂直加固件2和該水平加固件3的每一者皆包含兩 個大體上4、、C、的突出部3 〇、3 i,其藉由例如是 焊接而彼此連接以形成—中空箱盒截面,如顯示在圖2中 。每-個C型突出部30、31的中央側壁具有複數個插 槽22、24 ’其在實質上平行於該加固件2、3的縱軸 方向上延伸。每一個插槽2 2、24亦具有個別的開口4 5、4 6 〇 在該垂直加固件2的上方和下方末端的該連接器i 〇 之分解和放大圖係更詳細地顯示在圖2和圖5巾。連接3 1 0包含兩個形區段丄2、",其典型地藉由焊 接而安裝在-平板15上,使得㈣形區段工2、丄3的 末端彼此面對。一介於似fS· ·! 〇 • 、这u形£段1 2、1 3之間的間隙 1 4容許形成該加固件2的該突出部3 〇、3工之末 端1 6被插入該間隙1 4之中。該U形元件χ 2、"的 中央區段以及該U形元件和該間隙丄4的側邊區段之寬度 係小於該垂直加固件2的内部尺寸,使得u形區段i 2、 1 3可以被插入該垂直加固件2的上方和下方端部。 機械性的固定器可以被插入穿過該平板i 5以將該平 10 1333010 板15附接至該上方支撐表面8的底側和該下方支樓表面 9的上側。該機械性的固定器較佳地係打擊致動固定器, 但或者亦可以是任何合適之形式的固定器,諸如釘子、碎 石釘或錨釘。如果該固定器並非較佳地係打擊致動,用於 •該固定器的孔洞係預先鑽入於該平板1 5中。 在圖1中的區域B之放大和分解圖係顯示在圖3中, 其中其可以看出該繫桿7包含一平面區段2 〇,其具有兩 個凸塊2 1形成於其上。該凸塊可以被插入通過該開口 4 5、46以接合在該加固件2之側壁中的插槽22、 以將該繫桿7附接至該c形突出部3 〇。該插槽2 2、2 4的長度係大於該凸塊2 1的長度以容許該繫桿7的移動 ’並且因此容許該繫桿7相對於該突出部3 0之位置的調 整。該繫桿7的平面區段2〇係連接至一肋形區段23。 «玄肋开/區奴2 3具有一肋形結構2 5。該肋形區段2 3與 該平面區奴2 0產生一大約9〇。的角度,使得當該凸塊 2:係被插入至該插槽”、24之中時,該繫桿7的肋 =區&2 3實質上垂質地延伸至該加固件2的側壁。該繫 一後立體圖係顯示在圖6中’其中其可以看出該凸 時向後地延伸並延伸至該平面區段2 0的側邊。 圓1中之區域c的放大和分解圖係顯示在圖,立 :二:11係更詳細地顯示。該連接器…含該: 心段2\33其係相等於在連接器10中所使用的 ㈣形區段12:;然而’該連接器11具有-样接至 3的平板26。該平板26具有四個 1333010 凸塊27 ' 2.8,該凸塊2 4 5、4 6以分別地接合在 4。 該U形區段1 2、1 3 ’而該加固件3的區段3 0 接器1 1的間隙1 4之中。 該連接器1 1係更詳細 出該區段1 2、1 3係焊接 2、1 3係比接近邊緣3 6 5。 此能夠讓該連接器1 1 連接器11附接至該垂直加 定位’其能夠讓該連接器1 上。該凸塊2 7、2 8係藉 形成該凸塊2 7、2 8,其 °此容許該平板2 6的後表 突出部3 0的外表面,並且 通過該開口 4 5、4 6,以 〇中之個別的插槽2 2、2 該連接器11)附接至該垂 平加固件3結合至該垂直加 在使用時,該加固件2 固件2而安裝。該垂直加固 裝在該加固件2的上方和下 2疋位在所想要的地方。當 上時,固定器係穿過在平板 7、2 8係被插入穿過該開口 突出部30中的插槽22、2 配接在該水平加固件3的末端 、3 1的末端1 6定位在該連 地顯示在圖7之中。其可以看 至該平板26,因此該區段1 更為接近該平板2 6的邊緣3 旋轉1 8 0 °以容許一人將該 固件2以選擇該連接器11之 1最適當地配接在該加固件2 由敲擊出該平板2 6的區段以 向後地延伸於該平板2 6後方 面可被安置靠在該加固件2的 該凸塊2 7、2 8分別地插入 接合在該加固件2的突出部3 4 ’以將平板2 6 (並且因此 直加固件2 ’並且因此將該水 固件2。 、3係藉由首先安裝該垂直加 件2係藉由將該連接器1 ◦安 方末端之中,並且將該加固件 該加固件2係位在正確的位置 1 5中的孔洞丄9以將該連接
12 1333010 斋1 0固定至該上方表面8和下方表面9 ,並且藉此將該 垂直加固件保持在正確的位置。 典型地,該垂直加固件2的長度係選擇成通常小於該 加固器必須配接之垂直間隙的高度,並且該區段i 2、工 3的深度幫助調整以確保該連接器丄〇和該加固件2的結 合從該下方支撐表面9延伸至該上方支撐表面8。在上連 接器1 0上的區段1 2、1 3完全地插入至該固定器2的 上方端部係非重要的,僅僅該區段1 2、1 3的一部分差 入該加固件2的上方端部係足夠。因,匕,此幫助該加固件 ♦ 2=高度的調整’以考慮該牆壁工設計之高度以及該牆壁 1貫際同度之間的差異和公差。 在該垂直加固件2被安裝之後,該牆壁i係被建構並 且凸塊7係以合適的間距來安裝(典型地每3 〇 〇至4 〇 〇麵垂直距離)在該垂直加固件2的突出部3〇、31上 ,使仵該肋形區段2 3係機械性地鎖在該牆壁1 ,其係藉 由°亥肋形區段2 3被定位在磚塊層疊之間並且藉由該層疊 之門的水泥漿所固定。當該下方部分45係至需要該水鲁
水平加固件3上方 、2 4 ’以將該水平加固器安裝到該磚 。每一個末端磚塊隨後係被鋪設。在該 之牆壁1繼續的建構隨後係藉由該牆壁 13 1333010 4分建構在該加固件3上方而繼續,凸塊7在適當的間隔 下沿著該加固件2的側邊3 0 ' 3 1以接合於磚塊的相鄰 層疊之間’以將該牆壁部分6結合至該垂直加固件2。 為了該加固件2、3可預先製造以適合大部分的情況 :該加固件係以2 5 0ram之增量製造,並且長度係典型地 從3〇!至7.5m。複數個連接器工〇、工工亦係設有以不同 長度製造的區段1 9、1 。 ^ Λ Λ 1」1 3,例如2 Ο 0 mm、4 0 〇咖和 6 Ο 0 ram。此使得一特別的加固件2、3之長度延伸至具 有一較長的有效長度,藉由不要將該上末端連接器丄〇或 連接器1 1的區段1 2、1 3插人至個別的加固件2、3 之中’並且使得加固件2、3之__定的長度可使用在其中 所需要的實際加固件長度係較長的應用之中。此容許該加 固件2、3以預定的增量長度來製造,並且用於藉由選擇 該末端連接0、i i與該區Η 2、丄3之最合㈣ 長度來調整有效長度。 範例係顯不在圖8之中,其中該加固件2係用來支 撐一牆壁5 0。該連接器丄0,其係固定至一上支撐部8 用來延伸該加固件2的有效長度。其將可注意到的是, δ亥連接器的U形區段1 2、1 3並非完全地插入於該加固 件2之中’並且此使得該加固件2能夠被用來支撐該牆壁 5、〇,雖然该牆壁5 0係高於該加固件2的頂端5 3。該 水平加固件3可以相同的方式延伸。 舉例來說,具有最長的區段丄2、1 3 (其係為6 〇 〇咖)之末端連接器1 〇,將使得該加固件2的有效長度 丄 能夠延伸至2,5 0 mro (鄰进 同時仍保持該區段1 2、1 0 mm的長度。使用兩個具有 1 1用於在該水平加固件3 水平加固件3能夠延伸至5 1 2、1 3與該加固件3接 於每一個加固件組件之最小 負載考慮來計算。 具有較短的區段1 2、 可被使用,其中需要被延伸 較短。舉例來說,具有2 〇 器1 0可以被使用在其中所 具有4〇 〇mm之區段1 2、 /、中所需要的延伸係小於1 伸長度的區段i 2、i 3之 因此,本發明具有之優 其中該加固件2、3的長度 情況。 的最長的加固件的長度),而 3結合於該加固件2内側3 5 6 0 Omm之長度的末端連接器 上的區段1 2、1 3將使得該 0 〇醜’而同時仍保持該區段 合之3 5 〇麵的長度。需要用 結合部分係根據幾何形狀以及 的末端連接器1〇、11 的加固件2、3之有效長度係 0刪1之區段1 2、1 3的連接 需的延伸係小於7 5麵,並且 13的連接器1〇可被使用在 5 0 mm。然而,用於一特別延 長度可以根據特殊的應用。 點在於提供一支撐元件系統, 並不需特別地製造用於每一種 【圖式簡單說明】 (一)圖式部分 式係以範例之方式顯示本發明之標的。 θ 係具有垂直和水平加固件用來支樓該牆壁之 磚牆的立體圖; 15 1333010 圖2 係圖1中區域A的放大分解圖,其顯示該垂直 加固件的上末端; 圖3 係圖2中區域B的放大分解圖,其顯示一凸塊 附接至該垂直加固件; 圖4 係圖1中區域C的放大和分解圖,其顯示一用 來將該水平加固件結合至該垂直加固件的連接器; 圖5 係圖1中區域D之放大和分解圖,其顯示該垂 直加固件的下方末端; 圖6係顯示在圖3中之凸塊的立體圖; 鲁 圖7 係顯示在圖4中的連接器之另一種形式的立體 圖;以及 圖8係一加固件延伸至一較長的有效長度的側視圖。 (二)元件代表符號 1 牆壁 2 垂直加固件 3 水平加固件 4 部分 5 部分 6 部分 7 繫桿 8 上支標部 9 下支撐部 10 連接器 16 1333010
2 0 2 1 2 2 2 3 2 4 2 5
2 7 2 8 3 0 3 3 4 5 4 6 5 0
連接器 U形區段 U形區段 間隙 平板 末端 孔洞 平面區段 凸塊 插槽 肋形區段 插槽 肋形結構 平板 凸塊 凸塊 突出部 突出部 邊緣 邊緣 開口 開口 牆壁 頂端
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Claims (1)

1333010 --------------------------- ^^年/月 > 曰修^¢)正, ---— 拾、申請專利範圍: 1. 一種支撐元件系統,·其包含:—組長形元件,每一 個長形元件具有一第一末端以及一第二末端和一預定的長 度,每一個長形元件的預定長度係與其他每一個的長形元 件之預定長度不同;以及一組末端元件,在該組末端元件 中的每個末端元件包含一長形元件接合部用來與一長形元 件之第一末端接合,以及包含一支撐結構接合部,該支撐 結構接合部係用I與一i樓結構接合,1且該長形元件接 合部容許從該支撑結構#合部至該長形元件的第二末端的 距離可被調整,至少可調整至該組長形元件中的下個較長 的長形元件之長度;其中任何長形元件以及鄰近之最長或 最短的長形元件之間長度的差異係一預定的增量;且其中 之一的末端元件的長形元件接合部具有肖其他I一個末端 疋件的接合部之長度不同的長度。 2_如申請專利範圍帛1項之系統,其中該長形元件接 合部可滑動地與該第長形元件的第一末端接合。 3. 如申請專利範圍第2項之系統,其中該長形元 合部可滑動地接合在該長形元件的第一末端之中。 4. 如申請專利範圍帛2項或第3項之系統,其中 端元件的可調整性係藉由該長形元件接合部的長度所提^ 5. 如申請專利範圍第1項至第3項中任-項之系統: 其中該長形元件的第二末端以及該支撐結構接合部之 距離係可連續地調整。 ej的 其中該預定增量對 6.如申請專利範圍第1項之系統 18 1333010 於在組別中全部的長形元件係實質上相同。 7. 如申請專利範圍第i項至第3項中任一項之系統, 其中該末端元件係能夠與每一個長形元件的兩末端接合。 8. 如申請專利範園帛i項之系統,其中該長形元件接 合部之間的長度差異係一致的。 9. 如申請專利範圍帛丨帛之系統,其中每一個長形元 件具有一側壁,其在使用時用來被安裝在一欲被支撐的牆 壁之末端附近。 10. 如申請專利範圍第9項之系統,該側壁包含複數 個接合機構’該接合機構容許一凸塊元件被安裝在該侧壁 上’該凸塊元件具有一部分從該側壁突出以與該欲被支撐 的牆壁接合。 11 ·如申請專利範圍第10項之系統,其中複數個接合 機構係設在沿著該長形元件之侧壁的分離的位置,使得該 凸塊元件的位置係可調整。 12. 如申請專利範圍第1 〇項或第11項之系統,其中 該接合機構包含插槽。 13. 如申請專利範圍第【〇項或第11項之系統,其中 該接合機構係設在該長形元件的相對側邊,並且較佳地係 設在該長形元件的全部四個側邊。 14. 如申請專利範圍第9項之系統,其進一步包含一 個或多個側壁連接器,每_個側璧連接器具有一附接區段 用來附接至其中一個長形元件的側壁’以及具有一連接區 段用來連接至額外的長形元补,其中當該附接區段係連接 19 1333010 至一第一長形元件並且該連接區段係連接至—額外的長形 元件時’該第一長形元件係橫越過該額外的長形元件。 1 5.如申請專利範圍第14項之系統,其中每—個側壁 連接器的連接區段係非對稱地安裳在該側壁連接器的附接 區段上。 16·如申清專利範圍第1項至第3項中任一項之系統 ,其中該長形元件係用於支撐一由建構磚塊所構成的牆壁 0 17.如申請專利範圍第1項之系統,其中該預定的增 量係至少為2 5 0 m m。 拾壹、圖式: 如次頁。 20
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