scholarly journals China’s Rural Green Disaster Rapid Construction Technology in Building

2014 ◽  
Vol 03 (01) ◽  
pp. 17-29
Author(s):  
子粒 庄
Author(s):  
Taehoon Koh ◽  
Seonkeun Hwang ◽  
Junghoon Yoo ◽  
Donggeun Lee

The cast-in-place concrete lining construction process represents about 25% of the total railroad tunnel construction period. Moreover, the construction period for lining concrete depends on the speed of the curing process of the lining concrete. Therefore, in cold weather when the air temperature in mountain railroad tunnel is consistently 10 degrees or below, equipment for heat insulation of cast-in-place concrete lining, such as a portable fossil fuel heater, must also be prepared to maintain an appropriate curing temperature in the tunnel. It generally takes about 24 to 36 hours to reach the compressive strength (3 to 5MPa) required to remove the lining form. Recently, microwave heat curing technology has been developed as a way of substantially reducing the concrete curing time, to achieve a reduction in the total construction period. The microwave heating system developed in this technology is comprised of a microwave generator, cavity, insulator, and exothermic body (microwave irradiated pyrogen). In this system, microwaves generated from the magnetron are irregularly reflected inside the cavity, and rapidly heat up the exothermic body so that the heat is transferred to the lining form and the concrete in turn, resulting in the accelerated hydration of concrete. Based on the field test data from the construction of the railroad tunnel cast-in-place concrete lining, it is found that this technology is able in 6 to 12 hours to complete the curing of concrete lining sufficiently to remove the form. It is hoped that this approach will substantially reduce the construction period and cost of tunnel lining, even during cold-weather.


2018 ◽  
Vol 193 ◽  
pp. 03037 ◽  
Author(s):  
Olga Umnova ◽  
Dmitry Tuev ◽  
Timur Giyasov

Addressing sustainable development challenges, Russia is seeking new opportunities for the use of thin-walled cold-cast structures to meet the requirements of cost-effectiveness, eco-friendliness, and rapid construction. The study aims to explore the possibilities of design and calculation of low-rise buildings erected from lightweight thin-walled steel structures using frame construction technology. The design solutions for the roof, walls, floors, and foundation are exemplified using concrete examples. The load capacity off framing studs, roof beams, and floor slabs was calculated. Three methods were used for calculation - Eurocode 3, direct strength test, and ultimate load test in compliance with AISI standards.


2019 ◽  
Vol 271 ◽  
pp. 07010
Author(s):  
Kazi Islam ◽  
Zahid Hossain

Flowable fill is a self-compacting material, which has been developed in recent years. It is a relatively new construction technology where rapid construction is needed for different applications such as backfilling walls, sewer trenches, bridge abutments, conduit trenches, pile excavations, and retaining walls. The objective of this study is to evaluate the usage of RHA in producing low strength and self-consolidating flowable fill concrete (FFC). Two different RHA samples (600 µm and 150 µm) in three different percentages (40%, 60%, and 80% by the weight) of Ordinary Portland Cement (OPC) have been used to prepare flowable fill mixture. The evaluation processes of these fresh FFC mixtures includes determination of strength, setting time, flowability, unit weight, and air content in the laboratory. Further, two field demonstration projects have been planned to evaluate their workability, placement, and in-service performance. Findings of this study will help the transportation and the construction agencies in finding a cost-effective construction material.


2012 ◽  
Vol 256-259 ◽  
pp. 163-169
Author(s):  
Peng Fei Zhao ◽  
Yan Bing Wang ◽  
Yu Fei Zhang ◽  
Dong Ming Guo

The construction of main shaft No.2 in Wutong coal mine is the key project of energy expansion and technological innovation. It started in December 2008 and jointed commissioning in the end of July 2010.Engineering capacity,a tight schedule and the difficulty of construction are the tough points. So if according with conventional construction methods,the project would have difficulty in completing on schedule.After repeated demonstration ,the researches of Wutong coal mine break the routine. The construction technology of segmented parallel operations is adopted to accelerate the construction schedule.This technology not only makes main shaft No.2 in advance of two months to complete construction and installation works, but also achieves difficult precisely through in both upper and lower segments.Totally plane error is only 80mm in through point.The project hits a good example for future wellbore rapid construction.


2020 ◽  
Vol 5 (1) ◽  
pp. 1-3
Author(s):  
Runzhi Jia ◽  

Based on engineering examples, the paper carried out research on the rapid construction technology of high piers in mountainous areas, and used unscented Kalman filter technology to eliminate the influence of measurement factors, man-made construction factors, and structural nonlinearities on the pre-deflection. The research results show that this technology can significantly improve the verticality of ultra-high piers in mountainous areas and has important application value.


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