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Self-resetting Concrete Frame with Enlarging Section and Strengthening Existing Columns and Its Implementing Method

A technology of increasing cross-section and self-resetting, applied in the direction of building, building maintenance, building type, etc., can solve the problems of building use space impact, non-structural component damage, permanent residual deformation, etc., to reduce maintenance and repair costs and prolong use. Longevity and the effect of reducing damage caused by earthquakes

Active Publication Date: 2020-09-01
HARBIN INST OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The present invention aims to solve the problem that after strengthening the existing concrete frame with the conventional enlarged cross-section, there may still be relatively large layer-to-story lateral displacement, permanent residual deformation and structural damage caused by earthquakes under rare earthquakes, and the Non-structural component damage caused by lateral displacement and permanent residual deformation, while considering the impact of component reinforcement on the original building use space, and then propose a self-resetting concrete frame with enlarged cross-section to strengthen existing columns and its implementation method

Method used

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  • Self-resetting Concrete Frame with Enlarging Section and Strengthening Existing Columns and Its Implementing Method
  • Self-resetting Concrete Frame with Enlarging Section and Strengthening Existing Columns and Its Implementing Method
  • Self-resetting Concrete Frame with Enlarging Section and Strengthening Existing Columns and Its Implementing Method

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specific Embodiment approach 1

[0023] Specific implementation mode one: combine Figure 1 to Figure 8 In this embodiment, the self-resetting concrete frame with enlarged section and reinforced existing columns includes an existing frame 1, and the existing frame 1 includes existing frame columns 2, existing frame beams 3 and existing beam-column nodes 4, both The existing frame column 2 is fixed on the upper end of the reference plane 7 along the vertical direction, the existing frame beam 3 is arranged on the upper end of the existing frame column 2 along the horizontal direction, and the existing frame column 2 and the existing frame beam 3 pass through the existing beam The column nodes 4 are affixed, and the self-resetting concrete frame with enlarged cross-section and reinforced existing columns described in this embodiment also includes an expanded frame column 5, which is affixed to the side of the existing frame column 2, and the expanded frame column 5 and The existing frame column 2 forms a self-r...

specific Embodiment approach 2

[0027] Specific implementation mode two: combination Figure 7 Describe this embodiment, the lower end of the prestressed tendon 5-2 in this embodiment is anchored on the lower end of the expanded frame column 5 through the lower anchor 5-3 and is arranged below the interface between the expanded frame column 5 and the reference plane 7, the prestressed tendon The upper end of 5-2 is anchored on the upper end of the expanded frame column 5 through the upper anchor 5-4 and is arranged above the interface between the expanded frame column 5 and the existing frame beam 3 . The undisclosed technical features in this embodiment are the same as those in the first embodiment.

[0028] This design realizes the anchoring of the prestressed tendon 5-2.

specific Embodiment approach 3

[0029] Specific implementation mode three: combination Figure 1 to Figure 6 To illustrate this embodiment, a plurality of longitudinal ribs 5-6 are evenly distributed inside the expanded frame column 5 in this embodiment along the width direction, and each longitudinal rib 5-6 is arranged along the height direction. The undisclosed technical features in this embodiment are the same as those in the first or second specific embodiment.

[0030] Such a design increases the strength of the extended frame column 5 .

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Abstract

The invention provides a self-reset concrete frame for strengthening an existing column by enlarging the section and an implementation method of the self-reset concrete frame, and relates to the fieldof civil engineering. The self-reset concrete frame for strengthening the existing column by enlarging the section and the implementation method of the self-reset concrete frame solve the problem that after an existing and general concrete frame is reinforced by enlarging the section, under a rare earthquake, large interlayer lateral movement, permanent residual deformation caused by the earthquake, structural damage caused by the earthquake, and non-structural member damage caused by excessively large interlayer lateral movement and permanent residual deformation are still likely occurring,and meanwhile, influence on an original using space after reinforcing is considered. The self-reset concrete frame comprises an expanding frame column, the expanding frame column is fixedly connectedto the side face of an existing frame column, and the expanding frame column and the existing frame column form a self-reset frame column; and hole channel through holes are formed in the expanding frame column in the height direction, prestressed bars are inserted and mounted in the hole channel through holes and are anchored at the upper end and the lower end of the expanding frame column. The implementation method comprises the steps that steel bars are arranged; the prestressed bars are arranged; pouring is conducted; the prestressed bars are tensioned; and grooving and grouting are conducted. The self-reset concrete frame for strengthening the existing column by enlarging the section and the implementation method of the self-reset concrete frame are used for building of the concrete frame.

Description

technical field [0001] The invention relates to a self-resetting concrete frame used in the field of civil engineering and an implementation method thereof, in particular to a self-resetting concrete frame with an enlarged section for strengthening existing columns and an implementation method thereof. Background technique [0002] At present, existing buildings are facing problems such as high-performance building functions and structural aging of existing buildings due to long-term use. If economic and social impacts cannot be demolished and rebuilt, reasonable reinforcement of existing buildings is required. For the concrete frame structures currently used in large quantities and widely used, reinforcement measures of increasing the concrete section can be adopted to increase the overall stiffness of the structure, change the stiffness ratio of the components, and improve the seismic capacity of the structure. However, this kind of post-seismic reinforcement measures aime...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04G23/02E04H9/02
CPCE04G23/0218E04H9/025E04H9/027
Inventor 周威丛昕彧耿相日谢新莹赵星周益国刘洋
Owner HARBIN INST OF TECH
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