Showing posts with label design. Show all posts
Showing posts with label design. Show all posts

Thursday, 14 June 2012

Strange Architecture: Bridge Design in the Netherlands



























The Dutch have a tendency to do things differently. Take their levees, which are giant storm-surge barriers specially made with synthetic textiles to keep the earth from eroding. Their bike paths are placed on equal footing as automotive roads. And their town planning, which merges private and public life by combining terraced houses with amenities like shops and sports facilities, is a far cry from the way American suburbs are planned

Then there are Netherlands' bridges. Because of prevalent rivers throughout the country and boat traffic as high as the volume of vehicles on the road, a bridge in the Netherlands needs to be able to quickly raise and lower over relatively small waterways. Your average hinged drawbridge would be too big for most Dutch waterways, and a long, steep bridge would eat up precious resources. Dutch architects answer this conundrum with the tail bridge. A tail bridge can quickly and efficiently be raised and lowered from one pylon (instead of hinges). This quickly allows water traffic to pass while only briefly stalling road traffic. 

The Slauerhoffbrug is one tail bridge that stands out, even in the bridge-happy Netherlands. The bridge, located in Leeuwarden, was designed by Van Driel Mechatronica to be a fully automatic bridge with an ability to sense and adapt to its surroundings. While this technology is not for just any bridge—more traffic requires a more intelligent controller—the bridge is sensibly high-tech for its area, says Bart Ney, a Public Information Officer for the San Francisco–Oakland Bay Bridge, which is scheduled to be completed in 2013. "The Slauerhoffbrug is immediately both iconic and utilitarian and allows optimum flow of maritime and automobile traffic," he says. 

The Slauerhoffbrug crosses over the Harlinger Vaart River. "A movable bridge was necessary because a new beltway crossed this canal," van Driel says. Constructed in 2000 from iron and steel, the bridge is raised and lowered 10 times a day by two hydraulic cylinders located in a single pylon next to the bridge. The lift bearing, complete with asphalt and road markings, seamlessly disappears into the road when lowered. The base model of the bridge is a limited turntable bascule bridge, in which the rising section is counterbalanced by a weight, like the Pegasusbrug near Ouistreham in France. Such bridges were built all over the world in the 18th, 19th and 20th centuries, van Driel says. 

These original tail bridges were composed around the idea of having a fixed center point with rolling units on either side. Van Driel Mechatronica BV created the William Pont Bridge in Zaanstad using more simple measures. Pylons under the center point replaced the left and right rolling elements of the bridge. This small bridge could rest on only one pylon, which is advantageous because it consumes less materials and energy. The Leeuwarden Town Council decided to base the Slauerhoffbrug off these principles. 

The Slauerhoffbrug is built in an L-shape, bending the bearing bars that lead to the deck, with the foundation built beside the bridge. The principal beams and cross girders are absent. This allows a low construction height that increases the lifting height. And in true Dutch fashion, this tail bridge isn't just an engineering feat, but a work of art. It is painted in yellow and blue, representative of Leewaurden's flag and seal. The asymmetrical shape can be seen for miles when the deck is completely raised and locked upright in midair. 


The Slauerhoffbrug, located in Leeuwarden, was designed by Van Driel Mechatronica to be a fully automatic bridge with an ability to sense and adapt to its surroundings. 


The Slauerhoffbrug fits conspicuously into the roadway. 


The Slauerhoffbrug stands tall. 

 


The Pegasusbrug near Ouistreham in France, which was a stepping stone for tail bridges, is a limited turntable bascule bridge 


Ter Aar is home to the first tailbridge in the Neatherlands, the Vijfgatenbrug.

Read more: Strange Architecture: Bridge Design in the Netherlands - Popular Mechanics 

Saturday, 9 June 2012

3D Visualization for the Civil Engineer Using Autodesk 3ds Max Design


See how Autodesk civil engineering customers use 3ds Max Design to explore, validate, and communicate design concepts. Video clips from Genivar, Parsons Brinkerhoff, 3d-MG, ARUP, Scott Wilson, Langan, nc3D.com and URS Corporation are shown in this animation.

Friday, 8 June 2012

ARTS hydraulic design software


A graphical hydraulic design package covering waterhammer, water/wastewater treatment design, open channel flow and pipe networks.





Homepage : 

Download :

Thursday, 7 June 2012

Design of the RCC Concrete Plants

rcc concrete plant design

 

 

 

 

 

Automatic Feeding System

Dumpers or belts convey the coarse aggregates via feeding hopper and conveyor belts to the stock pile. From the stock pile the particular fractions are conveyed via conveying troughs onto the corresponding belts. Each specific grain size can be batched onto each belt. With these two belts the coarse aggregates are conveyed to the 150 m long cooling gallery.
The fine aggregates as well are conveyed via feeding hopper and belt to the stock pile. The fine aggregates are conveyed to the inline silo without being chilled.

Cooling of Coarse Aggregates

Water chillers produce large quantities of cold water at + 4 degree C. The cold water is sprayed via nozzles across the total length of the cooling gallery onto the rock grains greater than 5 mm. At the end of the cooling gallery we obtain a temperature of the graining of approx. + 7 degree C. The aggregates are dewatered at selected points. At the end of the cooling gallery dewatering screens dewater the material to a residual moisture of 2 %. This method is very effective because much water is accumulated in the coarse grain.
Water is then led into the sedimentation tank to have the flushed floating particles deposited. The cleaned water is now cooled again and added to the circuit.
Alternatively for other projects and according to the requirements the cooling of the aggregates can be effected in an aggregate cooling silo.
The particular cooled components are conveyed into separate compartments of the insulated inline silos. The sizes of the separate compartments of the inline silo have been dimensioned to take up the total capacity of the belt. It is important for safety requirements that each component can be conveyed via each belt into each compartment of the inline silo.

Production and Handling of Ice Flakes

Two containerized flake ice plants produce 24 hours continuously flake ice into both ice storage tanks. The requested ice is conveyed with screws from these ice storage tanks into the day tanks which provide the ice to the particular ice weighers for weighing. The requested ice can be supplied from each day tank into each of the 4 ice weighers.

Water Chillers

The water chillers have been containerized as well. They provide the cooling of the aggregates, the ice treatment and the requested mixing water for the concrete.

Storage and Transportation of Cementitious Materials

To guarantee a sufficient quantity of cement and pozzolan on site all in all 10 x 1000 t storage silos have been installed. Pneumatic cement blower systems provide the corresponding service silos – per plant 2 silos à 150 t – from these storage silos.

Concrete Batching and Concrete Production

To obtain the requested nominal plant capacity of 500 m³/h compacted concrete 2 twin plants with a total of 4 x3 m³ twin shaft mixers have been installed.
Each twin plant is equipped with an inline silo of 4 x 100 m³. From this inline silo the particular fractions are -according to the recipe – weighed additively on the weighing belt. All materials, such as aggregates, cement, pozzolan, admixtures, cold water and ice are weighed and conveyed into the mixer.
For a homogeneous mixing of the concrete Liebherr exclusively uses twin shaft mixers from internal production. These mixers stand out for short mixing times and short discharge times. Due to special wear plates these mixers have a very long durability. The maintenance works are reduced due to a central lubrication system.

Concrete Delivery System

Below each high performance mixer an especially developed rotary system has been installed which allows feeding the high speed belt and the dumpers as well which are filled from 2 mixers at the same time. The high speed belt has been equipped with a discharge point to provide further tipping of dumpers.

Wednesday, 6 June 2012

10 Things to Remember when doing Concrete Mix Design

Good quality concrete starts with the quality of materials, cost effective designs is actually a by-product of selecting the best quality material and good construction practices. Following are 10 Things to remember during Concrete Mix Design and Concrete Trials.

1. ACI and other standards only serves as a guide, initial designs must be confirmed by laboratory trial and plant trial, adjustments on the design shall be done during trial mixes. Initial design “on paper” is never the final design.

2. Always carry out trial mixes using the materials for actual use.

3. Carry out 2 or 3 design variations for every design target.

4. Consider always the factor of safety, (1.125, 1.2, 1.25, 1.3 X target strength)

5. Before proceeding to plant trials, always confirm the source of materials to be the same as the one used in the laboratory trials.

6. Check calibration of batching plant.

7. Carry out full tests of fresh concrete at the batching plant, specially the air content and yield which is very important in commercial batching plants.

8. Correct quality control procedures at the plant will prevent future concrete problems.

9. Follow admixture recommendations from your supplier

10. Check and verify strength development, most critical stage is the 3 and 7 days strength.

Important note:

Technical knowledge is an advantage for batching plant staff, even if you have good concrete design but uncommon or wrong procedures are practiced it will eventually result to failures.

We at engineeringcivil.com are thankful to Tumi J. Mbaiwa for submitting these 10 points which are helpful to each and every civil engineer.