A quick connection method for prefabricated steel pipe-constrained steel concrete pier columns and cap beams

A quick connection and reinforced concrete technology, which is applied to bridges, bridge parts, bridge materials, etc., can solve problems such as troublesome connection procedures, construction delays, high costs, and large construction sites, and achieves convenient and convenient lifting, installation and construction Quick and convenient hoisting, transportation and construction

Active Publication Date: 2017-05-17
ZHEJIANG UNIV
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The purpose of the present invention is to solve the problems of traditional cast-in-place reinforced concrete piles and cap beams, which occupy a large space for construction, long construction period, troublesome part of the connection process, difficult welding, low reliability, high cost of construction delay, etc.

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  • A quick connection method for prefabricated steel pipe-constrained steel concrete pier columns and cap beams
  • A quick connection method for prefabricated steel pipe-constrained steel concrete pier columns and cap beams
  • A quick connection method for prefabricated steel pipe-constrained steel concrete pier columns and cap beams

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Embodiment Construction

[0022] The present invention will be further described below in conjunction with the accompanying drawings.

[0023] Such as Figure 1-Figure 3 As shown, a method for fast connection of prefabricated steel pipe-constrained steel concrete pier columns and cover beams requires the use of reinforced concrete cover beams 1, peripheral steel pipes 2, built-in steel flanges 3, built-in steel webs 4, openings Tenon 7, pre-embedded steel bar 8 connecting the top of the pier column, longitudinal steel bar 9, transverse steel bar 10 and steel pipe bound concrete 11. The longitudinal erection structural steel bars and stressed steel bars in the reserved holes of the reinforced concrete cover beam 1 cannot be cut off, and the transverse steel bars 10 should be properly avoided, bent or passed through the anchor holes 6 of the built-in steel flange 3 according to the width of the steel flange. .

[0024] A hole 5 is reserved at the position corresponding to the pier of the prefabricated ...

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Abstract

The invention discloses a quick connection method for prefabricated steel pipe constraint type steel concrete pier columns and a cover beam. The method comprises the steps that when the steel concrete cover beam is prefabricated, reserved holes used for connecting the two elements are formed in the portions, corresponding to the pier columns, of the steel concrete cover beam; at the bottom interfaces of the steel pipe constraint type steel concrete pier columns and the cover beam, profile steel flange plates extend to the positions under stressed reinforcing steel bars arranged at the top of the cover beam, steel pipes at the peripheries of the pier columns do not extend, and steel bars connected with the cover beam need to be embedded in stand column sections at the top ends of the pier columns, wherein the anchorage length of the steel bars and the depth that the steel bars are embedded into the cover beam need to meet the related bridge design specification construction requirements; transverse steel bars are arranged in profile steel flange plate anchorage holes formed in the reserved holes of the cover beam in a penetrating mode and connected together with the steel bars arranged at the peripheries of the reserved holes of the cover beam, and concrete is poured in the reserved holes. According to the method, the problems that the construction occupation site is large, the construction period is long, part of connection work procedures are trouble, and welding is difficult are solved, the connection reliability and bearing capacity of this kind of bridge piers are guaranteed, and the resistance, the shock resistance and the rigidity of the bridge piers are improved.

Description

technical field [0001] The invention relates to the field of bridge engineering, in particular to a quick connection method for a prefabricated steel pipe-constrained steel concrete pier column and a cover beam. Background technique [0002] In bridge engineering, with the development of the iron and steel industry and the decline of material prices, in addition to the conventional cast-in-place reinforced concrete piers and foundations, some steel pipe concrete, steel concrete piers and aluminum alloy pipes are gradually proposed and adopted in the engineering field. Confined steel concrete bridge piers and columns, especially steel pipe confined steel concrete combines the advantages of steel pipe concrete and steel concrete, and has the characteristics of high rigidity, high bearing capacity, good seismic performance, and convenient prefabricated construction and assembly. However, due to the relatively lagging limitations of current research and engineering design, my co...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D19/00E01D21/00
CPCE01D19/00E01D21/00E01D2101/268
Inventor 项贻强邱政
Owner ZHEJIANG UNIV
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