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SYSTEM OF BUILDING CONSTRUCTION, SPECIALLY DESIGNED FOR CONSTRUCTION OF LOAD BEARING PARTITION AND EXTERNAL WALLS; ROOF ELEMENTS AND FLOOR CONSTRUCTIONS

机译:专为承重隔板和外墙的建造而设计的建筑施工系统;屋顶元素和地板结构

摘要

The proposed invention applies to the system for building construction, especially designed for construction of load bearing partition and external walls, partition walls, roof constructions and floor constructions by help of a laminated timber element (1), of the joint E1 between two walls standing at right angles, the joints E2 and E3 between external and partition wall, the joint E4 of the post with four walls (4), the joint E5 for longitudinal joining of two walls (4), the joint E6 of floor constructions, the joints G1 - G3 of joists and lintels. Load bearing partition and external walls (4), and partition walls (4) are made by assembly of prisms (20) where the prisms (20) are assembled from at least three laminated timber elements (1) that are longitudinally joined together across the width by gluing, where the end timber laminated elements (1) of each prism (20) have along their length grooves (2) into which during assembly of the two prisms (20) an insert piece (3)is inserted which by its shape fits into both grooves (2) in a way to create a tight fitting joint. At least two walls standing at right angles, either load bearing, either external, either partition walls are joined together by the joints E1 or E3 or E4, where the mentioned joints are fabricated by help of a hollow steel profile (6) of square or rectangular cross section with at least two external sides of the profile (6) assembled of firmly joined steel sheets (6a) perpendicular to mentioned sides of the profile(6) and mutually parallel with a predetermined distance R between the sheets (6a).The floor constructions are joined by help of the joint E6, the external and partition walls standing at right angles are joined together by joint E2, where the mentioned joints E6 and E2 are made from steel sheet (6a) and steel profile (13),where the profile (13) is assembled from three steel sheets (6a) of which two steel sheets (6a) are mutually parallel at the distance R and perpendicularly firmly joined to the third steel sheet (6a). At least two joists (21) are along the length or across width joined together by joints G1 or G2 or G3, while the walls (4) are along their length joined together by joint E5 by help of a steel profile (17) assembled from three steel sheets (6a) joined together in a way that their cross section is in letter H shape with its two parallel sheets (6a) being at distance R, or by use of two parallel steel sheets (6a).
机译:所提出的发明适用于建筑结构的系统,特别是设计用于借助于层压木材元件(1)在两块墙之间竖立的接缝E1来构造承重隔板和外墙,隔板,屋顶结构和地板结构。在直角处,外墙和隔墙之间的接缝E2和E3,四壁墙的接缝E4(4),两个墙体纵向连接的接缝E5(4),地板结构的接缝E6,接缝G1-托梁和门lin的G3。承载分隔壁和外壁(4)以及分隔壁(4)通过组装棱镜(20)制成,其中,棱镜(20)由至少三个层压木材元件(1)组装而成,所述层压木材元件(1)在整个框架上纵向连接在一起。每个棱镜(20)的端部木材层压元件(1)沿其长度方向都有槽(2),在组装两个棱镜(20)的过程中,插入件(3)插入其形状安装到两个凹槽(2)中,以形成紧密的安装接头。至少两个直角直立的壁,或者是承重,要么是外部,要么是隔断墙,通过接头E1或E3或E4连接在一起,其中所提到的接头是通过方形或方形的空心钢型材(6)制成的矩形横截面,至少有两个轮廓(6)的外侧,这些侧面由牢固连接的钢板(6a)组装而成,垂直于型材(6)的所述侧面并相互平行,且钢板(6a)之间的间距为R.地板结构通过接缝E6进行连接,直立的外墙和隔墙通过接缝E2连接在一起,其中上述接缝E6和E2由钢板(6a)和钢型材(13)制成,其中该型材(13)由三块钢板(6a)组装而成,其中两块钢板(6a)以距离R相互平行并垂直地牢固地结合到第三块钢板(6a)上。至少两个托梁(21)沿长度方向或宽度方向通过接头G1,G2或G3连接在一起,而壁(4)沿长度方向通过接头E5借助于钢型材(17)装配在一起以其横截面为字母H的方式将三个钢板(6a)连接在一起,两个钢板(6a)的距离为R,或者使用两个平行钢板(6a)。

著录项

  • 公开/公告号WO2012131406A1

    专利类型

  • 公开/公告日2012-10-04

    原文格式PDF

  • 申请/专利权人 URODA ZLATKO;PAULIN ALEKSANDAR;

    申请/专利号WO2011HR00014

  • 发明设计人 URODA ZLATKO;

    申请日2011-04-12

  • 分类号E04B1/61;E04B2/70;B27M3;E04B1/26;

  • 国家 WO

  • 入库时间 2022-08-21 17:13:31

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