Analysis of casting rate for the validation of models developed to predict the maximum lateral pressure exerted by self-compacting concrete on vertical formwork

2016 ◽  
Vol 6 ◽  
pp. 215-224 ◽  
Author(s):  
S. Teixeira ◽  
A. Santilli ◽  
I. Puente
Materials ◽  
2021 ◽  
Vol 14 (6) ◽  
pp. 1549
Author(s):  
Michał A. Glinicki ◽  
Jacek Gołaszewski ◽  
Grzegorz Cygan

High-fluidity and self-compacting concrete (SCC) mixes were developed using special aggregates for radiation-shielding concrete. The special aggregates comprised heavyweight and hydrous aggregates (crushed magnetite, crushed serpentine, and their mixtures), which were selected to provide an enhanced attenuation of gamma and neutron radiation, respectively. For the mixed concrete design with a bulk density of up to 3570 kg/m3, two cement types were used: Portland cement CEM I and slag cement CEM III/A. The basic properties of the fresh self-compacting concrete were evaluated and the lateral formwork pressure exerted by the freshly mixed self-compacting concrete was measured and analyzed. An original test setup was developed for the determination of the lateral pressure on the square column formwork with pressure measurements carried out using six strain gauge pressure transducers, which was adequate for heavyweight concrete mixture testing. Self-compacting concrete mixtures containing a magnetite aggregate or blends of serpentine and magnetite aggregates with a slump flow of at least 550 mm were developed. The lateral pressure on the formwork was directly proportional to the density of the self-compacting heavyweight concrete mixes. The maximum values of the lateral pressure recorded in the test at a casting speed of 1.5 m/h did not exceed 27 kPa and 55% of hydrostatic pressure. Concrete mixtures with basalt, magnetite, and magnetite/serpentine blended aggregates were found to develop sufficient shear strength for proper stability during casting.


2014 ◽  
Vol 584-586 ◽  
pp. 1111-1115
Author(s):  
Hui Chen ◽  
Jian Ming Yang ◽  
Jia Wei Zheng

This article mainly aims at to research the affect of thixotropy on the development of the formwork lateral pressure, the ultimate goal is to minimize the potential safety hazard of construction.Before the experiment, through the tests of net cement slurry, we can determine kaolin (additive) to change the influence of the liquidity of concrete. For the mixture of self-compacting concrete (SCC) ,set different content of admixture. Through experimental simulation measurement in 4 meters height of concrete pouring and pouring diameter of 150 mm, test the size of the lateral pressure casting the bottom template, and compare the condition of not using mineral admixtures, helps to identify the most appropriate for the amount of admixture.


Author(s):  
Michael J. McCarthy ◽  
Ravinda K. Dhir ◽  
Sinan Caliskan ◽  
M. Kashif Ashraf

2021 ◽  
Vol 9 (3) ◽  
pp. 11-17
Author(s):  
Yousif Hummida Ahmed ◽  
Osama Ibrahim ◽  
Alaa Elbadawi ◽  
Firouz Abdalgadir ◽  
Osman Ahmed ◽  
...  

This paper investigates lateral pressure on formwork indirectly by measuring lateral deflection using an innovative device. This device is fabricated from Polyvinyl Chloride (PVC) cylindrical mold in a fashion allowing occurrence and measurement of lateral movement at different depths using dial gauges. The lateral deflections for different systems of filling materials including water, sand, self-compacting concrete (SCC), and flowing concrete. The flowing concrete is tested under two conditions, vibrated (NVC), and non-vibrated (NCno.V). The results show that the NVC produced the largest lateral deflection which attributed to the vibration pressure. The measured lateral deflection are ranked descending in the following order: NVC, Water, SCC, NCno.V and Sand.  


KURVATEK ◽  
2018 ◽  
Vol 2 (2) ◽  
pp. 1-10
Author(s):  
RETNOWATI Setioningsih

Dalam abu vulkanik dan semen unsur kimia yang paling utama adalah silica.  Dibeberapa negara abu vulkanik sering dijadikan bahan campuran untuk membuat semen dan material beton.  Beton banyak dipakai sebagai bahan bangunan, namun dalam proses pengecoran sering mengalami kendala dikarenakan jarak tulangan yang terlalu rapat.  Salah satu perkembangan teknologi beton adalah beton Self Compacting Concrete (beton SCC).Tulisan ini membahas pemanfaatan abu vulkanik untuk aplikasi beton SCC. Uji eksperimental dilakukan untuk mengetahui pengaruh abu vulkanik di beton SCC, yang digunakan dengan penambahan dan penggantian parsial mulai dari 0% sampai dengan 10% berdasarkan berat bahan semen. Pengujian kuat tekan dilakukan dengan menggunakan tiga spesimen silinder standar untuk setiap data. Hasil pengujian menunjukkan bahwa abu vulkanik dapat memperbaiki kuat tekan beton SCC dengan metode penambahan dan penggantian semen dengan dosis optimum 5% berat semen.Kata kunci : abu vulkanik, semen, material beton dan beton SCC


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