Method for constructing wall pulling steel bars in frame column and structure thereof
A construction method and frame column technology, which are applied to building structures, structural elements, building components, etc., can solve the problems of surface damage of precast concrete columns, long construction period, displacement of tie-wall bars, etc., so as to eliminate appearance damage and speed up Construction speed, the effect of avoiding movement
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Publication Date
- 2013-02-13
- Estimated Expiration
- Not applicable · inactive patent
Smart Images
Figure 1 Figure 2
Abstract
Description
technical field
[0001] The invention relates to the field of building structures, in particular to a construction method and structure of a frame column internal tension wall reinforcement. Background technique
[0002] There are many frame structures in industrial and civil buildings. For the construction of the wall reinforcement in this frame column, the method of directly embedding the wall reinforcement is usually used when pouring the frame column, or the planting method is used after the frame column is poured. muscle method. When the method of directly pre-embedding the wall reinforcement is used, the wall reinforcement is easily displaced during the pouring and vibration, so that the position of the wall reinforcement after the frame column is poured and solidified is deviated compared with the design; and because the tension wall reinforcement is easy to be Wrapped in concrete, the surface of the precast concrete column is often damaged when the wall reinforcement...
Examples
Embodiment Construction
[0012] Embodiment of the present invention: the construction method of the wall reinforcement in the frame column: first, the casing 2 is pre-embedded when the frame column 1 is poured; Insert the wall reinforcement 3; finally, the wall reinforcement 3 is fixedly connected to the frame column 1.
[0013] The structure of the wall reinforcement in the frame column adopting the above method is as follows: figure 1 As shown, it includes the existing frame column 1, and the casing 2 is placed in the frame column 1 (the casing 2 is placed according to the actual construction requirements when the frame column 1 is poured). After the frame column 1 is poured and the formwork is removed, the pull The wall reinforcement 3 penetrates into the casing 2, and then the wall reinforcement 3 is fixedly connected to the frame column 1. In order to reduce the cost, the casing 2 can be a plastic pipe. For practicality and convenience, nuts can be installed on both sides of the wall reinforcem...