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Improvements in core shuttering suitable for moulding hollow walls

机译:改进了适用于模制空心墙的型芯模板

摘要

616,697. Casting concrete; cores. RUMBLE, R. W. June 8, 1945, Nos. 14529 and 14530. Convention dates, June 8, 1944, and April 7, 1945. [Class 20(ii)] Collapsable core shuttering for casting hollow walls comprises a body portion 2 formed from parallel plates 5a, 5b and edge portions formed from flexible spring U- shaped members 24, the limbs 26 of which frictionally engage the outer faces of the plates 5a, 5b. The plates 5a, 5b are reinforced by staggered, interengaging corrugated sheets 8, and vertical edge portions 10 of box section. The body is closed at top and bottom by angle-members, the horizontal flanges 11a, 11b of which are bent back on themselves to form freely interengaging tongues and grooves. The angle-members project above the body at the top and are spaced slightly inside the body at the bottom to form a spigot and socket to enable a number of bodies to be joined lengthwise. The plates 5a, 5b are moved apart to expand and allowed to approach each other to collapse, the core, by the vertical movement of bars 16, having a number of cut-away tapered portions engaging bolts 19 in the edge portions 10 of the plates. The bars 16 of successive body portions are connected together. The limbs 26 of the edge portions 24 are forced apart as the body portion 2 is expanded and spring towards each other as the bars 16 are raised to allow the core to collapse. In a modification, the edge portions 24 are secured to the body and are drawn inwards towards the body portion as the bars 16 are raised by lugs 39 or the bars 16 having inclined surfaces 48 to engage projecting lugs 38 on the edge portions 24. When the core is expanded, the edge portions are projected outwards by inclined spring strips 43 which engage the lugs 38 but yield if the edge portions engage an obstruction. After collapsing the core further upward, pull on the bars 16 will remove it from the moulded cavity, the bolts 19 engaging ledges 21 on the bars 16. The edge members may be coterminous with the body portions 2 or may extend over several body portions, as shown. A continuous cavity may be moulded by closing the gaps between adjacent cores with thin metal sheets, and a single core may be increased in width by adding additional edge portions, the limbs of each of which clasp the preceding edge portion between them. Specification 616,527, which describes the tie bars 51 which may be used to hold cores in position inside wall shuttering 49, is referred to.
机译:616,697。浇铸混凝土;核心。 RW RUMBLE,1945年6月8日,编号14529和14530。公约日期分别为1944年6月8日和1945年4月7日。[Class 20(ii)]用于浇铸空心墙的可折叠型芯模板包括一个由平行线形成的主体部分2板5a,5b和由柔性弹簧U形构件24形成的边缘部分,其弹性臂26的肢26与板5a,5b的外表面摩擦接合。板5a,5b由交错的相互接合的波纹片8和箱形部分的垂直边缘部分10加强。主体在顶部和底部被角构件封闭,其水平凸缘11a,11b向后弯曲以形成自由相互接合的舌状和凹槽。角形构件在顶部在主体上方突出,并在底部在主体内部稍微间隔开,以形成插头和插孔,以使多个主体可以纵向连接。板5a,5b移动分开以膨胀并允许彼此接近以折叠,通过棒16的垂直运动,芯具有在板的边缘部分10中与螺栓19接合的多个切去的锥形部分。 。连续的主体部分的杆16连接在一起。当主体部分2膨胀时,边缘部分24的分支26被迫分开,并且当杆16升高以使芯塌陷时,弹簧部分朝向彼此弹跳。在一个变型中,边缘部分24被固定到主体并且当凸耳16被凸耳39升高或具有倾斜表面48的凸耳16与边缘区域24上的凸耳38接合时,边缘部分24被向内拉向主体部分。当芯子膨胀时,边缘部分由倾斜的弹簧条43向外伸出,该弹簧条与凸耳38接合,但是如果边缘部分与障碍物接合则屈服。在将芯进一步向上塌陷之后,拉动杆16将其从模制腔中移除,螺栓19接合杆16上的凸缘21。边缘构件可以与主体部分2相连,或者可以在多个主体部分上延伸,如图所示。可以通过用薄金属片封闭相邻芯之间的间隙来模制连续腔,并且可以通过添加额外的边缘部分来增加单个芯的宽度,每个边缘都在它们之间的前边缘部分扣紧。参见说明书616,527,其描述了可用于将型芯保持在壁板49内部的位置的拉杆51。

著录项

  • 公开/公告号GB616697A

    专利类型

  • 公开/公告日1949-01-26

    原文格式PDF

  • 申请/专利权人 ROY WILLIAM RUMBLE;

    申请/专利号GB19450014529

  • 发明设计人

    申请日1945-06-08

  • 分类号E04G15/06;

  • 国家 GB

  • 入库时间 2022-08-24 02:24:05

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