首页> 外国专利> A process for the preparation of a wall form for fuel concrete wall of the workpiece, as well as the spacing element and the casing plate in this case for

A process for the preparation of a wall form for fuel concrete wall of the workpiece, as well as the spacing element and the casing plate in this case for

机译:一种用于制备用于工件的燃料混凝土壁的壁模板的方法,以及在这种情况下用于间隔元件和盖板的方法。

摘要

788,762. Walls. KIRCHNER, F. Oct. 25, 1955 [Nov. 20, 1954], No. 30501/55. Class 20(4) A wall sheathing for a concrete-cored wall using structural panels as lost formwork, has the panels 4 of one sheathing wall 1 staggered in height and laterally from the panels 4 of the opposite sheathing wall 2, the two walls being connected by mutually independent spacers 7 which loosely embrace with one end the edge 5 of a panel 4 of one wall 1 or 2 and pierce with the other end through the opposite panel 4 of the other wall 2 or 1, the spacer ends 12 piercing the walls then being bent over to hold the panels ready for concrete pouring. As shown, each spacer 7 has crosspieces 8, 9 spaced from the ends and a longer cross-piece 10 at one end, the crosspieces 9, 10 being loosely positioned over an edge 5 and the end 12 being passed through a hole in the opposite panel 4 till the panel rests against the stop 8, when the end 12 is bent over, preferably with a washer 11 intervening. The lowermost panel 3 of the inner wall is of less height, either ¢, SP1/SP/ 3 or “ of the panels 4 and the lowest panels are positioned by a spacer 6 with the cross-pieces 8, 9 10 either bent up or broken off below the wire. The concrete is introduced from the inside between the panels 3 and 4 and after each pair of panels 4 is added, the outer wall being therefore the higher at each stage. Wooden uprights 13 may be inserted and the space between them filled with, higher strength concrete to form columns, the uprights being then removed and the space between filled with lower grade concrete.
机译:788,762。墙壁。 KIRCHNER,F.,1955年10月25日[Nov. 1954年第20期],第30501/55号。 20(4)类:使用结构板作为失模板的混凝土芯墙护墙,其一个护墙1的护墙4错开高度,且相对于相对护墙2的护墙4横向通过相互独立的垫片7连接,垫片7的一端松散地包围一个壁1或2的面板4的边缘5,并且穿过另一壁2或1的相对面板4与另一端穿透,垫片端部12刺穿壁1或2。然后将墙壁弯曲以固定面板以准备浇筑混凝土。如图所示,每个间隔件7具有与端部间隔开的横档8、9,并且在一端具有较长的横档10,横档9、10被宽松地定位在边缘5上,并且端部12穿过相对的孔。当端部12弯曲时,最好在插入垫圈11的情况下,使面板4直到面板抵靠止动件8为止。内壁的最下面的面板3的高度较小,分别是面板4的¢, 1 / / 3或“ 3”,而最下面的面板则由带有横档8、9的垫片6定位。 10在导线下方弯曲或折断。从面板3和4之间从内部引入混凝土,并且在每对面板4被添加之后,因此外壁在每个阶段都更高。可以插入木制立柱13,并且在它们之间的空间填充有较高强度的混凝土以形成立柱,然后移除立柱,并且在它们之间的空间填充有较低等级的混凝土。

著录项

  • 公开/公告号DE1017765B

    专利类型

  • 公开/公告日1957-10-17

    原文格式PDF

  • 申请/专利权人 FRANZ KIRCHNER DIPL ING;

    申请/专利号DE1955K027381

  • 发明设计人 KIRCHNER DIPL-ING FRANZ;

    申请日1955-11-19

  • 分类号E04B2/86;E04G17/12;

  • 国家 DE

  • 入库时间 2022-08-23 22:22:41

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