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WO2017120696A1 - 一种建筑构件 - Google Patents

一种建筑构件 Download PDF

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Publication number
WO2017120696A1
WO2017120696A1 PCT/CN2016/000021 CN2016000021W WO2017120696A1 WO 2017120696 A1 WO2017120696 A1 WO 2017120696A1 CN 2016000021 W CN2016000021 W CN 2016000021W WO 2017120696 A1 WO2017120696 A1 WO 2017120696A1
Authority
WO
WIPO (PCT)
Prior art keywords
building
aluminum alloy
aluminum
profiled
irregularly
Prior art date
Application number
PCT/CN2016/000021
Other languages
English (en)
French (fr)
Inventor
王晓军
Original Assignee
王晓军
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 王晓军 filed Critical 王晓军
Priority to PCT/CN2016/000021 priority Critical patent/WO2017120696A1/zh
Publication of WO2017120696A1 publication Critical patent/WO2017120696A1/zh

Links

Classifications

    • 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
    • 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

Definitions

  • the present invention relates to the field of future building construction technology, and mainly relates to the material structure of the building and the connection method therebetween.
  • the above building structure and construction methods are flawed in: The construction of concrete structures is not environmentally friendly or the construction period is long or restricted by climate and environmental factors; the structural structure of steel structures is biased. The raw materials and components of the above two structures are high in transportation and construction costs.
  • the object of the present invention is to provide a building structural member and a connecting method thereof which are light in weight and convenient in construction method. Overcoming the problems of traditional building materials, long construction period, high transportation construction cost, and environmental protection in processing and construction.
  • the aluminum-shaped profiled aluminum multi-faceted and multi-angle cross section has the primary and secondary porous cavity geometry (the following term: profiled aluminum). It is made of 5 or 6 or other series of aluminum alloys, extruded by an extruder, and subjected to heat treatment to obtain physical properties equal to or greater than that of Q235 steel. After machining in the factory, the precision can be controlled between 0.05 and 0.5 mm.
  • 007 is made of the same material as the profiled aluminum material, and the joints between the bundles are extruded and cut into different lengths according to the design.
  • the profiled aluminum material When used as a building structural member, it is connected to each other as a special joint member of aluminum or steel, which is machined to ensure the tolerance requirements when connecting with the profiled aluminum profile.
  • the profiled aluminum material of 011 is combined, and the additional component participating in the combination may be steel or aluminum alloy material, and the combination may be composed of several pieces of the same section, different sections and steel additional splint and card.
  • the shaped aluminum material bundle is 012, which is a bundle body composed of two pieces of the same section, three pieces or four pieces, and a plurality of pieces.
  • Figure 1 is a basic pattern of the profiled aluminum material, which is a cross section of the profiled aluminum member in the specific embodiment, the mark 1 is a profiled aluminum profile, the mark 2 is a main cavity, and the four marks 4 are a secondary cavity, the mark 3 is the groove of the joint of the connecting piece.
  • FIG. 016 Figure 2 is a cross-sectional view of a bundle combination and connection method of the profiled aluminum material.
  • the signs 1 and 2 are two pieces of the same profiled profiled aluminum profile, the mark 3 is the ⁇ connection of the ⁇ , and the ⁇ connection is designed with a buckle. groove.
  • FIG. 017 Figure 3 shows the connection of the nodes between the profiled aluminum and the front view of the connector.
  • the mark 1 is the connecting piece
  • the mark 2 is the column of the building structure structure
  • the mark 3 is the beam of the building structure structure.
  • This figure shows the node pattern inserted between the single-shaped structural members of the profiled aluminum profile.
  • Shaped aluminum profiles are formed by extrusion machine, heat treatment to improve physical properties. After mechanical processing, according to the technical documents, cut into the required length, and the joints are finished and processed to become a single building structural part.
  • the crane is used at the construction site to hoist the single-shaped aluminum component of the cross-section of Figure 1 in Figure 1.
  • the individual components are: 2 in Figure 3 ( Columns) or 3 (beams) are grouped into building structures.

Landscapes

  • 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

一种建筑构件,包括异形铝合金型材(1),异形铝合金型材(1)可以与另一异形铝合金型材(1)、高强度钢材或高分子材料组合而成。异型铝合金型材(1)为多孔腔结构,型材之间可通过榫卯连接件(3)组合连接。

Description

—种建 1筑构件
1、 技术领域
001本发明涉及未来房屋建筑技术领域, 主要涉及房屋建筑结构材质和其间的连接方 法。
2、 背景技术
002公知的传统房屋建筑多采用钢筋混凝土或钢构件为结构,
以上建筑结构和施工方法缺陷在于: 混凝土结构现场施工不环保或施工周期长或受气候 环境因素制约; 钢结构房屋建筑结构偏重。 以上两种结构的原料和构件均运输、 施工成 本偏高。
3、 发明内容
003本发明目的在于: 提供一种重量轻, 施工方法便捷的房屋建筑结构件和其连接 方法。 克服传统房屋建筑材料偏重, 施工周期长, 运输施工成本高, 且加工、 施工不 环保的问题。
004本发明解决技术问题所采用的技术方案是:
005技术方案一
006所述铝合金材质的异形铝多面、 多角截面, 具有主、 次多孔腔几何形状(以下 术语: 异形铝材)。采用 5或 6或其他系列铝合金材质, 经挤压机挤压成型, 经热处理 而获得等于或大于 Q235钢材的物理性能, 在工厂经过机械加工, 精度可控制在 0.05— 0.5mm之间。
007与异形铝材相同材质, 挤压成型集束间的连接件, 按设计分切成不同长度。
008异形铝材依据房屋建筑力学性能要求, 采用不同截面、 壁厚, 依据设计技术文 件, 加工成不同长度, 节点连接处经精加工后, 成为结构件单体。
009所述异形铝材做为房屋建筑结构件时,其相互间连接为铝或钢材质的专用节点 连接件, 其经过机械加工, 保证与异形铝型材连接时的公差要求。
009技术方案二
010所述异形铝材在做为房屋建筑梁或柱时,其力学性能不能够满足技术要求时采 用:
011所述异形铝材进行组合,参与组合的附加构件可以是钢材或铝合金材质,组合 可以几件同截面、 不同截面与钢材附加夹板和卡件组合而成。
012所述异形铝材集束, 由相同截面俩件、三件或、四件、多件组合而成的集束体。
013 组合或集束, 采用夹板或卡件, 通过卯连接件、 螺栓、 销钉连接固定。
4、 附图说明
014 以下通过具体实施方式, 结合附图, 进一步说明本发明专利的技术方案。
015 图 1为所述异形铝材基本样式,为具体实施方式中所述异形铝材构件截面,标 识 1为异形铝材截面, 标识 2处为主孔腔, 四处标识 4为次孔腔, 标识 3处为连接件 榫卯连接处的榫槽。
016 图 2为异形铝材一种集束组合、 连接方式的截面图, 图中标识 1、 2为两件相 同截面异形铝型材, 标识 3为榫卯连接件的卯, 卯榫间连接设计有扣槽。
017 图 3为异形铝材之间节点的连接方式和连接件主视图。 图中标识 1为连接件, 标识 2为房屋建筑结构柱, 标识 3为房屋建筑结构梁, 本图显示异形铝型材单体结构 件间插接的节点样式。
5、 具体实施方式 018技术方案一
019 异形铝型材经挤压机成型, 热处理提高物理性能, 经过机械加工后, 依据技术 文件, 切割成需求长度, 节点处做精加工处理, 成为房屋建筑结构件单体。
020依据房屋建筑设计要求,施工现场采用吊车,将图 1中标识 1截面异形铝材单 体构件吊装, 通过图 3中的标识 1连接件, 使各单体构件中: 图 3中标识 2 (柱)或 3 (梁) 组合成房屋建筑结构体。
021技术方案二
022 当单体结构件通过增加壁厚,仍不能够满足房屋建筑力学性能要求时,可采用 组合或集束。
023 结构件为柱时,可将图 1截面异性铝材两件或四件集束,异形铝材间组合利用 图 2中标识 3卯接件, 给异形铝材施加压力后, 与卯接件连接固定。
024 结构件为梁时,可将图 1中标识 1截面异性铝材两件或三件集束,连接方式与 023相同。

Claims

权利 要 求 书
1、一种以异形铝合金型材与高强度钢材、 高分子材料组合或集束成建筑构件, 包括建筑 梁、 柱, 支撑构件, 其特征在于: 高强度铝合金材质和高强度钢材, 可以做房屋建筑梁柱, 支撑构件, 可以组合或集束。
2、 权利 1所述为铝合金材质, 其特征在于: 异形铝多面、 多角截面, 具有主、 次多孔腔 几何形状, 可作为房屋建筑结构件。
3、权利 1所述构件间节点连接采用插接方式,集束或组合间采用楔卯形专用连接件连接。
PCT/CN2016/000021 2016-01-13 2016-01-13 一种建筑构件 WO2017120696A1 (zh)

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Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2547897A1 (de) * 1975-10-25 1977-05-05 Karl Welte Profiltraeger
DE3540398A1 (de) * 1985-11-14 1987-05-21 Hans Josef Kitz Maschinenbau Konstruktionsprofil
DE8901539U1 (de) * 1989-02-10 1990-06-21 Wolf - Montage - Automationsanlagen + Sondermaschinen - GmbH, 8702 Helmstadt Tragprofil
US4981004A (en) * 1988-07-01 1991-01-01 Weber Hans R Bar-type constructional element of high flexural strength and application of same
DE4432885A1 (de) * 1993-09-16 1995-03-23 Papst Hans Dieter Profilstab
GB2297336A (en) * 1995-01-28 1996-07-31 Brian Harry Kelly Junction members and their uses
US6195953B1 (en) * 1997-07-18 2001-03-06 Alusisse Technology & Management Ltd. Beam, that is rectangular in cross-section, in particular made from a hollow section of an extruded light metal alloy, and a construction unit made up of such beams
CN201232256Y (zh) * 2008-07-04 2009-05-06 才鸿均 铝合金阳光房钢支撑结构
CN201722777U (zh) * 2010-05-11 2011-01-26 华北水利水电学院 超薄壁钢结构单体型材和组合型材及其超薄壁钢结构房

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2547897A1 (de) * 1975-10-25 1977-05-05 Karl Welte Profiltraeger
DE3540398A1 (de) * 1985-11-14 1987-05-21 Hans Josef Kitz Maschinenbau Konstruktionsprofil
US4981004A (en) * 1988-07-01 1991-01-01 Weber Hans R Bar-type constructional element of high flexural strength and application of same
DE8901539U1 (de) * 1989-02-10 1990-06-21 Wolf - Montage - Automationsanlagen + Sondermaschinen - GmbH, 8702 Helmstadt Tragprofil
DE4432885A1 (de) * 1993-09-16 1995-03-23 Papst Hans Dieter Profilstab
GB2297336A (en) * 1995-01-28 1996-07-31 Brian Harry Kelly Junction members and their uses
US6195953B1 (en) * 1997-07-18 2001-03-06 Alusisse Technology & Management Ltd. Beam, that is rectangular in cross-section, in particular made from a hollow section of an extruded light metal alloy, and a construction unit made up of such beams
CN201232256Y (zh) * 2008-07-04 2009-05-06 才鸿均 铝合金阳光房钢支撑结构
CN201722777U (zh) * 2010-05-11 2011-01-26 华北水利水电学院 超薄壁钢结构单体型材和组合型材及其超薄壁钢结构房

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