International Concrete Abstracts Portal

Showing 1-5 of 311 Abstracts search results

Document: 

SP364_10

Date: 

December 1, 2024

Author(s):

Hyeon-Jong Hwang, Jong-Min Lee, Han-Se Moon, and Hong-Gun Park

Publication:

Symposium Papers

Volume:

364

Abstract:

During construction, the load on the slabs can be up to 2 to 3 times their self-weight, which can damage serviceability and structural safety of the slabs with early-age concrete. In the present study, an existing model to predict the load on slabs during construction was modified to account for the use of regular supports and temporary supports in the shoring system, considering construction step where temporary supports are removed. Additionally, the effective supporting area of the shore was introduced to account for the uneven distribution of shores, thereby improving the prediction of construction loads on slabs. To verify the accuracy of the modified model, loads on shores were measured at a wall-type residential building under construction in South Korea. For 2 stories, the loads on shores were measured and the measurement lasted for 45 days. The comparison between predicted and measured slab construction loads showed that the predicted construction load agreed with the measured construction load.


Document: 

SP-362_50

Date: 

June 14, 2024

Author(s):

Lucas Mosser, Eric Garcia Diaz, Patrick Rougeau, and François Jacquemot

Publication:

Symposium Papers

Volume:

362

Abstract:

The development of low carbon footprint and high initial compressive strength binders for the precast industry is presented. Binders with a substitution of up to 75% of a normal Portland cement (CEM I) with a mixture of metakaolin and two different limestone additions were developed on mortars. Water/binder ratio reduction (down to 0.25) and thermal treatment (up to 50°C) have been applied to improve initial compressive strength (> 14 MPa at 8 hours). Pozzolanic reaction improved 28 days compressive strength (> 50 MPa). The most technically and environmentally performant binders have been applied to concrete. Concretes with low clinker contents have been produced to achieve the C25/C30 and C40/50 strength classes. Durability performances corresponding to XC4 were assessed via a performance approach (FD P 18-480). A wall with integrated formwork has been industrially manufactured which allowed a carbon footprint reduction of around 30% over its whole life cycle.

DOI:

10.14359/51741019


Document: 

CI4606Doka

Date: 

June 3, 2024

Publication:

Concrete International

Volume:

46

Issue:

6

Abstract:

With graceful curves and sleek lines, Una Residences is a new addition to the Miami, FL, USA, skyline. To establish an efficient and effective forming process, the concrete contractor turned to engineering support from Doka. Formwork systems from Doka were selected for construction of the foundation perimeter’s single-sided walls and building’s core walls.


Document: 

CI4603Huso

Date: 

March 1, 2024

Author(s):

Deborah R. Huso

Publication:

Concrete International

Volume:

46

Issue:

3

Abstract:

The Arkansas Museum of Fine Arts in Little Rock, AR, USA, has a new folded plate concrete roofline which became the museum's signature architectural element. Built of thin concrete plates arranged in angular folds, the roof covers a series of pavilions branching out like flower stems-creating a glassed-in gathering space for visitors on one end and a dining terrace on the other.


Document: 

CI4506Ehsani

Date: 

June 1, 2023

Author(s):

Mo Ehsani

Publication:

Concrete International

Volume:

45

Issue:

6

Abstract:

For decades in North America, the most ubiquitous type of foundation formwork has been cardboard tubes. To overcome its limitations, including size, resistance to water, surface finish, single use, transportation, storage, and lack of sustainability, and to provide an alternative solution, a new formwork system using fiber-reinforced polymers (FRP) has been developed.


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