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Transverse stretching method for prestressed fiber cloth reinforced concrete column

A concrete column and lateral tensioning technology, which is applied in the processing of building materials, construction, building structure, etc., can solve the problems of complex construction process and large tension, and achieve a shortened construction period, uniform stress and low manufacturing cost. Effect

Inactive Publication Date: 2009-07-22
周劲宇 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The construction equipment and construction technology of this longitudinal tension technology are too complicated, and it is difficult to obtain a large tension force, so that people generally want to avoid using prestressed fiber cloth to strengthen concrete structures

Method used

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  • Transverse stretching method for prestressed fiber cloth reinforced concrete column
  • Transverse stretching method for prestressed fiber cloth reinforced concrete column
  • Transverse stretching method for prestressed fiber cloth reinforced concrete column

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0038] In this embodiment, the fiber cloth is carbon fiber cloth, and the cross section of the concrete column is circular.

[0039] figure 1 It is a schematic diagram of the structure of the circular concrete column of the present invention before tensioning, figure 2 It is a schematic diagram of the structure of the circular concrete column of the present invention after tensioning, image 3 for figure 1 Schematic diagram along the A direction, Figure 4 for image 3 A cross-sectional view along the B-B direction, Figure 5 The structure diagram of the tool clamp of the present invention, Figure 6 It is a schematic diagram of the structure of the working clamp of the present invention, as shown in the figure: the transverse tension method of the prestressed fiber cloth reinforced concrete column of this embodiment includes the following steps:

[0040] a. A longitudinally tightened fiber cloth 2 is arranged on the surface of the concrete column 1 and the area to be reinforc...

Embodiment 2

[0050] In this embodiment, the cross section of the concrete column is rectangular.

[0051] Figure 7 It is a schematic diagram of the structure of the rectangular concrete column of the present invention before tensioning, Figure 8 It is a schematic diagram of the structure of the rectangular concrete column of the present invention after tensioning, Picture 9 for Figure 7 A schematic diagram along the C direction, as shown in the figure: the difference between this embodiment and the first embodiment is that the cross section of the concrete column of this embodiment is rectangular, and the support of the support frame 9 of this embodiment is right-angled to the concrete column 1 The right-angle support 9a is supported by the right-angle support 9a, and the support frame 9 is supported on the right-angle surface of the concrete column 1 through the right-angle support 9a; the support frames 9 are two groups arranged diagonally, and each group has two support frames 9 arrange...

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Abstract

The invention discloses a horizontal tensioning method of a reinforcing concrete column by prestressed fiber cloth, fiber cloth is correspondingly arranged in the areas to be reinforced on the concrete column surface along the circumferential direction, the spaces between both ends of the fiber cloth and the concrete column surface are settled, and both ends of the fiber cloth are fixedly arranged; external surfaces horizontally across the both ends of the fiber cloth are respectively provided with horizontal bearing arms; the fiber cloth is pasted on the concrete column surface and fixed directly by moving the horizontal bearing arms and coating adhesive; and the invention alters the traditional longitudinal tensioning fiber cloth to horizontal tensioning fiber cloth, and can achieve equal tensioning effect with horizontal tension which is only 1 / 5 to 1 / 7 time of longitudinal tension, which reduces the demands of tensioning equipments and technique significantly. The invention has the advantages of simple equipment, and low manufacturing cost, is convenient for transportation and carrying, has good tensioning effect for the fiber cloth receives even stress in the tensioning process; and the tensioning operation has little damage to the structure of the original concrete, the manufacturing cost can be greatly saved, the project risk is reduced, the construction period is shortened, and comprehensive benefit of technology and economy is obvious.

Description

Technical field [0001] The invention belongs to the field of building structure engineering, and particularly relates to a transverse tension method for reinforcing a concrete column with a prestressed fiber cloth. Background technique [0002] When the concrete column has longitudinal cracks due to insufficient bearing capacity or external effects such as temperature stress, it can be reinforced with fiber cloth in the circumferential direction to restrain the development of longitudinal cracks and improve its bearing capacity and service life. [0003] Fiber cloth (especially carbon fiber) has excellent physical properties and good adhesion, durability and corrosion resistance, and has the advantages of high strength, small size, light weight, etc., and it is obtained in terms of strengthening the concrete tensile surface Widely used, it has more advantages than other structural reinforcement concrete structures. [0004] In the prior art, the fiber cloth is usually directly pa...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G21/12
Inventor 周劲宇周志祥
Owner 周劲宇
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