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Method for the transformation of a roof truss, and roof truss elements for carrying out this method

机译:屋顶桁架的变形方法以及用于实施该方法的屋顶桁架元件

摘要

1. Process for altering a roof truss, the said truss (1) being situated between two gable walls (20, 21) - possibly pointed - and comprising a series of gable trusses (2) extending from one front wall (3) to another (4), being disposed at a short distance ("D") from each other between the said front walls so as to form the necessary supports for the roof, and consisting principally of a horizontal beam (5) called a "tie-beam" and two inclined wooden members (6, 7) called "principal rafters", which, in non-convertable rooves, are connected to each other by means of triangular elements such as braces (8, 9, 10, 11) supporting the principal rafters so that the latter can resist the bending stress to which they are subject on account of the weight of the roof, this alteration process being characterised in that, before the triangular elements of each principal rafter are removed, - a vertical slide (12) is firstly secured between the principal rafter (6, 7) and the tie-beam (5) of at least a plurality of gable trusses (2), - beams (15) are simultaneously introduced into the roof and engaged in the slides (12), the said beams having first been divided into a plurality of sections (16, 17, 18 and 19) and the ends of the beam (15) are secured in the gable walls (20, 21) respectively, the sections (16, 17, 18, 19) of the beam being joined by joining means (22, 23 and 24), under each of which is secured a strut (25, 26 or 27), - the base of each of the struts (25, 26 or 27) is then secured by one of the ends of two beam ties (31 and 32) the other ends of which are connected, at least indirectly, to those of the beam sections situated on both sides of the strut in question, - finally, the beam ties are brought into action and, by acting on the strut with which they form a triangle, support the beam, which in turn at least indirectly supports the principal rafters and the roof, which thus allows for the removal of the original triangle of the gable trusses (2) and then for the lining of the roof.
机译:1.一种用于改变屋顶桁架的方法,所述桁架(1)位于两个山墙(20、21)之间(可能是尖的),并且包括从一个前壁(3)延伸到另一个的一系列山墙桁架(2)。 (4),其在所述前壁之间彼此短距离(“ D”)布置,以形成用于屋顶的必要支撑,并且主要由称为“系梁”的水平梁(5)组成。 ”和两个称为“主r”的倾斜木制构件(6、7),它们在不可转换的圆木中,通过支撑支柱的三角支架(8、9、10、11)之类的三角形元件相互连接使得after子能够抵抗由于屋顶的重量而受到的弯曲应力,该改变过程的特征在于,在去除每个主要r子的三角形元件之前,-竖向滑梯(12)首先将其固定在主r架(6,7)和拉杆(5)之间多个山形桁架(2),-梁(15)同时引入屋顶并与滑轨(12)接合,所述梁首先被分为多个部分(16、17、18和19)横梁(15)的端部分别固定在山墙(20、21)中,横梁的各部分(16、17、18、19)通过连接装置(22、23和24)在下方连接。每个撑杆都固定在一个撑杆(25、26或27)上,然后,每个撑杆(25、26或27)的底部通过两个横梁扎带(31和32)的一端固定,另一端其中的束带至少间接地与位于所讨论的支杆两侧的横梁的梁相连接-最后,使束线带起作用,并通过作用在与它们形成三角形的支杆上来支撑依次至少间接地支撑主after子和屋顶的梁,因此可以去除山墙桁架(2)的原始三角形,然后用于屋顶衬里。

著录项

  • 公开/公告号EP0082776B1

    专利类型

  • 公开/公告日1985-05-29

    原文格式PDF

  • 申请/专利权人 SALOMON VALERIE;

    申请/专利号EP19820402316

  • 发明设计人 GARY JEAN PIERRE;

    申请日1982-12-17

  • 分类号E04G23/02;

  • 国家 EP

  • 入库时间 2022-08-22 08:03:07

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