Construction method for assembling integral ring beam, lintel, waist beam and constructional column

Abstract

The invention discloses a construction method for assembling an integral ring beam, a lintel, a waist beam and a constructional column. The construction method comprises the following steps that S1, shaped constructional building blocks matched with building blocks used for wall engineering at the ring beam, the lintel, the waist beam and the constructional column are selected; and S2, the shaped constructional building blocks matched with the ring beam are in a C-shaped section shape, and the multiple shaped constructional building blocks are spliced and matched with a wall. After the shaped constructional building blocks are built, a constructional column shell with good appearance quality is formed and can also be used as a constructional column formwork, in the abovementioned way, the process of a branch constructional column formwork in a traditional construction method is omitted, use of woodworking labor force and turnover materials is avoided, and meanwhile the construction quality is guaranteed; and due to the fact that the constructional building blocks are high in self weight and self strength and the lateral supporting force of the built wall is large, the strength and stability of the formwork are reliable along with increase of the strength of masonry mortar, and the requirement for pouring fine aggregate concrete into the formwork from top to bottom is met.

Description

technical field [0001] The invention relates to the technical field of construction, in particular to a construction method for assembling integral ring beams, lintels, waist beams and structural columns. Background technique [0002] In construction engineering, masonry walls generally play the role of load bearing, enclosure and space division. Masonry walls are constructed of building blocks or bricks and include structural components such as ring beams, lintels, structural columns, etc. [0003] In order to strengthen the integrity of the building structure and improve the earthquake resistance, at the ends and corners of the masonry structure, or when the wall length exceeds a certain length, structural columns are arranged inside the wall. A concrete ring beam or waist beam with the same thickness as the wall is set inside, and a lintel is installed when the opening of the door and window of the wall or the opening width exceeds 300mm. [0004] The shape of the mason...

AI Technical Summary

Problems solved by technology

[0008] 1. The traditional structural column construction method needs to wait for the completion of all the wall blocks before pouring the concrete with formwork, and the construction period is long;

[0009] 2. The formwork used in the traditional formwork construction method needs to be turned over between layers, and the next construction section needs to wait for the formwork removal of the previous construction section to complete the formwork construction, which also leads to the extension of the construction period;

[0010] 3. The traditional formwork construction method requires a large amount of carpentry labor, templates, steel pipes, bolts and other turnover materials, and the construction cost is high;

[0011] 4. Due to the uneven technical level of carpentry and concrete workers in traditional formwork construction methods, the construction quality of ring beams and structural columns is quite different, and phenomena such as vibration leakage, honeycombs, pockmarks, and cavities in ring beams and structural buildings occur from time to time ;

[0012] 5. The traditional formwork construction method needs to chisel the trumpet concrete on the top of the structural column at the end, which is a high-altitude operation, which is dangerous and causes waste of concrete;

[0013] 6. The traditional formwork construction method needs to use a large number of sponge strips. The sponge strips are disposable products, which are easy to cause environmental pollution

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