Novel conjoined welding piece embedded between frame structure and infilled wall

Abstract

The invention relates to a novel conjoined welding piece embedded between a frame structure and an infilled wall. The novel conjoined welding piece comprises am embedded groove and a conjoined welding piece body arranged in the embedded groove. The conjoined welding piece body can move freely in the embedded groove. The embedded groove is made of box iron with an opening facing upwards. By the adoption of the embedded groove structure, the conjoined welding piece body can be arranged in any position in the groove, the conjoined welding piece body can be replaced at will according to requirements, the angle of the conjoined welding piece body can be adjusted at will, the installation flexibility of the frame structure and the infilled wall is improved, the occupied space is small, and the working efficiency is high.

Description

technical field [0001] The invention relates to an equipment foundation embedded part, in particular to a novel joint weldment pre-embedded between a frame structure and a filling wall. Background technique [0002] In recent years, the structural design types of substations are generally frame and shear wall structures. The sub-item of filling wall masonry occupies a large volume in the construction of each unit project, and is also one of the important sub-items of the main structure construction of the project; in the past In the design, the connection between the infill wall and the frame structure adopts the method of reserving a single embedded part or reserving the inserted reinforcement. These two methods are easy to use in the process of installing the wall, column formwork and pouring concrete. Iron parts or reserved ribs cause falling, displacement, leakage and other phenomena, resulting in incorrect elevation, spacing, and position of tie bars when welding tie ba...

AI Technical Summary

Problems solved by technology

[0002] In recent years, the structural design types of substations are generally frame and shear wall structures. The sub-item of filling wall masonry occupies a large volume in the construction of each unit project, and is also one of the important sub-items of the main structure construction of the project; in the past In the design, the connection between the infill wall and the frame structure adopts the method of reserving a single embedded part or reserving the inserted reinforcement. These two methods are easy to use in the process of installing the wall, column formwork and pouring concrete. Iron parts or reserved ribs cause falling, displacement, leakage and other phenomena, resulting in incorrect elevation, spacing, and position of tie bars when welding tie bars, which affects the quality of masonry, and on-site modification is required for installation. Holes are used to install connectors, which will cause local damage to the filling wall, which is time-consuming and laborious, reducing the service life of the wall and affecting the seismic performance of the filling wall

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