In the design of high-rise steel structures, steel-concrete composite structures are often used. In high-rise buildings with high seismic intensity or irregularities, the unfavorable core tube plus outer frame form should not be chosen purely for economic reasons. It is advisable to choose a structural system with surrounding giant SRC columns and a supporting frame as the core. More than half of such senior executives in our country are the former. Unfavorable. In light steel industrial plants, when there are large suspended loads or moving loads, you can consider abandoning the portal frame and using a grid frame. In areas with basically heavy snow pressure, the roof curve should be conducive to snow sliding (snow load needs to be considered within 50 degrees of the tangent). Similar considerations should be made in areas with heavy rainfall. When the building allows it, arranging supports in the frame will be more economical than a simple frame with rigid joints. For buildings with larger roof coverage spans, you can choose a suspension or cable-membrane structure system with tension-based components.

Those who do not understand the structure, performance and operating procedures of the floor decking machine are not allowed to operate the machine. It is strictly forbidden to work beyond the minimum closing height, that is, the minimum distance from the bottom of the upper sliding box to each working surface is 290mm. It is required to add the height after the upper and lower molds are closed, the thick bottom of the upper and lower backing plates plus the thickness of the tiles. It is not allowed to exceed 290mm. When manufacturing molds The design should be carried out according to this requirement to avoid machine tool accidents. Always observe and wipe the lubricating oil in the sliding box and both sides of the machine to keep it clean, and no mud or water is allowed.

In the design of high-rise steel structures, steel-concrete composite structures are often used for floor decking. In high-rise buildings with high seismic intensity or irregularities, the unfavorable core tube plus outer frame form should not be chosen purely for economic reasons. It is advisable to choose a structural system with surrounding giant SRC columns and a supporting frame as the core. More than half of such senior executives in our country are the former. Unfavorable. In light steel industrial plants, when there are large suspended loads or moving loads, you can consider abandoning the portal frame and using a grid frame. In areas with basically heavy snow pressure, the roof curve should be conducive to snow sliding (snow load needs to be considered within 50 degrees of the tangent). Similar considerations should be made in areas with heavy rainfall. When the building allows it, arranging supports in the frame will be more economical than a simple frame with rigid joints.

In the design of high-rise steel structures for floor decking machines, steel-concrete composite structures are often used. In high-rise buildings with high seismic intensity or irregularities, the unfavorable core tube plus outer frame form should not be chosen purely for economic reasons. It is advisable to choose a structural system with surrounding giant SRC columns and a supporting frame as the core. More than half of such senior executives in our country are the former. Unfavorable. In light steel industrial plants, when there are large suspended loads or moving loads, you can consider abandoning the portal frame and using a grid frame. In areas with basically heavy snow pressure, the roof curve should be conducive to the sliding of snow, and similar considerations should be made in areas with heavy rainfall. When the building allows it, arranging supports in the frame will be more economical than a simple frame with rigid joints.