Matching board design method for combined building template system
A technology of building templates and design methods, which is applied to the preparation of building components on site, construction, building construction, etc., and can solve the problem of not being able to determine the clear position, type, quantity and reliable connection method of non-standard building templates, and the standardization of building templates , Systematization and industrialization are impossible to talk about, environmental protection, reduction of construction costs and impact on work efficiency, etc., to reduce the difficulty of construction, improve convenience and reliability, and reduce construction costs
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Embodiment 1
[0175] In this example, a plate structural element connected to a beam structural element and a column structural element is taken as an example for illustration.
[0176] Such as Figures 1 to 15 , Figures 34 to 38 As shown, the panel design method of the combined building formwork system of the present invention is to divide the construction area of the building formwork to the panel structure unit, and then carry out the panel design according to the divided construction area; wherein, the panel structure unit is constructed The construction area division of formwork refers to:
[0177] Firstly, the construction area of the plate structure unit is divided into standard construction area, non-standard construction area, fixed construction zone, non-standard joint and non-standard joint plate;
[0178] Then, determine the positions and specifications of fixed construction belts, non-standard joints, non-standard gusset plates, standard construction areas and non-standa...
Embodiment 2
[0374] Such as Figure 28 As shown, the plate structure unit in this embodiment is connected with the beam structure unit, and there are no column structure units at the four corners of the plate structure unit. In this embodiment, the design method of the building formwork matching plate for the slab structure unit with beams and no columns is the same as the design method of the building formwork matching plate for the slab structure unit in the first embodiment. When calculating the plane size of each component, the following input condition parameters are specified. Just set:
[0375] A 1 =A 7 =C 1 , A 2 =A 8 =C 2 , A 3 =A 5 =C 5 , A 4 =A 6 =C 6 ;
[0376] B 1 =B 3 =C 3 , B 2 =B 4 =C 4 , B 5 =B 7 =C 7 , B 6 =B 8 =C 8 .
[0377] In this embodiment, there is no need to design building templates for the column structure unit.
Embodiment 3
[0379] Such as Figure 29 As shown, the plate structure unit in this embodiment is connected to the column structure unit, and there are no beam structure units on the four sides of the plate structure unit. In this embodiment, the design method of the building formwork matching plate for the plate structure unit without beams and columns is the same as the design method of the building formwork matching plate for the plate structure unit in Embodiment 1. When calculating the plane size of each component, the following input condition parameters are specially carried out. Just set:
[0380] C 1 =C 2 =C 3 =C 4 =C 5 =C 6 =C 7 =C 8 =0.
[0381] At the same time, it is enough to change the building formwork model of the fixed construction belt from the inner corner formwork to the plane formwork. This embodiment does not need to carry out the design of the building formwork matching plate for the beam structure unit.
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