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180-m large-span steel pipe arch pouring method

A steel pipe arch and large-span technology, applied in the field of steel pipe arch pouring, can solve problems such as unreasonable concrete configuration, interrupted cavity site, improper cooling measures, etc., achieve continuous and uninterrupted concrete supply, slow down the solidification speed, and reduce the effect of steel pipe temperature

Pending Publication Date: 2019-04-05
CHINA RAILWAY 14TH BUREAU GRP 1ST ENG CO LTD
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  • Abstract
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  • Claims
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AI Technical Summary

Problems solved by technology

[0007] The purpose of the present invention is to provide a method for pouring a 180m long-span steel pipe arch, so as to solve the problems in the past large-span steel pipe arch pouring proposed in the above-mentioned background technology because of insufficient power for pumping concrete or the use of hydraulic pipes in the past pouring process. And the concrete configuration is unreasonable; the cooling measures are improper during the pouring process; the concrete discontinuity during the pouring process causes the steel pipe concrete to be not dense or there is an interruption void on the site, which affects the safety of the structure

Method used

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  • 180-m large-span steel pipe arch pouring method

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Embodiment Construction

[0024] A method for pouring a 180m long-span steel pipe arch, comprising the following steps:

[0025] Step 1: Sprinkler layout: the pump pipe joints are arranged on the vault, and the automatic sprinkler devices are arranged at an interval of two meters to effectively reduce the temperature of the steel pipes and ensure that the concrete solidification speed is slowed down;

[0026] Step 2: Steel pipe arch observation: Concrete is pressed to each control point, and the arch axis and elevation are measured once, and the measurement results are drawn as a curve with time or working conditions. According to this curve, the steel pipe can be understood more intuitively The changes of the arch during the various stages of pumping concrete;

[0027] Step 3: Pump pipe connection: connect the pump pipe to multiple tank trucks, and use multiple tank trucks to continuously pump concrete to ensure continuous and uninterrupted concrete supply. There are high-power concrete pumps fixed on...

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Abstract

The invention discloses a 180-m large-span steel pipe arch pouring method. The method includes the following steps of sprinkling arrangement, steel pipe arch observation, pump pipe connection, inspection conducted before pouring, cement grout conveyance and washing. The method has the beneficial effects that the problems that the pumping distance is long and the pumping height is large can be solved through a designed large-power pump machine; special slow setting cement grout is adopted so that the effects of pipe lubrication resistance reduction and concrete moisture dissipation speed reduction can be achieved; water heads are arranged at the top of an arch, automatic sprinkling devices are arranged every two meters, the temperature of steel pipes is effectively reduced, and it is guaranteed that the concrete setting speed is reduced; and in the process, multiple tank trucks are adopted for continuously pumping concrete, and it is guaranteed that the concrete is supplied continuouslyand ceaselessly.

Description

technical field [0001] The invention belongs to the technical field of steel pipe arch pouring, and in particular relates to a 180m long-span steel pipe arch pouring method. Background technique [0002] The concrete-filled steel tube arch bridge is a kind of steel-concrete composite structure. Concrete-filled steel tube arch bridges are filled with concrete in the steel tubes, and the expansion of the compressed concrete is limited due to the radial constraints of the steel tubes, so that the concrete is in a three-dimensional compression state, thereby significantly improving the compressive strength of the concrete. [0003] However, the previous long-span steel pipe arch pouring has the following deficiencies: [0004] 1. In the past pouring process, it was often due to insufficient power for pumping concrete or the use of hydraulic pipes and unreasonable concrete configuration; [0005] 2. Improper cooling measures during the pouring process; [0006] 3. The disconti...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D21/00E01D4/00
CPCE01D4/00E01D21/00
Inventor 李振鹏秦松盛圣胜刘国石磊陈永春杨同庆顾升启陈开贵
Owner CHINA RAILWAY 14TH BUREAU GRP 1ST ENG CO LTD
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