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Showing posts with label Civil Construction. Show all posts
Showing posts with label Civil Construction. Show all posts

Monday, December 13, 2021

The Argued Flyover Pakistan

 سوشل میڈیا پر وائرل برج کی تکنیکی حقیقت

آج کل سوشل میڈیا پر اس برج کے ڈیزائن پر بہت بحث ہو رہی ہے،


خاص کر اس اضافی لوپ کی منطق ہر کوئی اپنی انجینئرنگ کیمطابق پیش کررہا ہے

سب سے پہلے تو یہ تصویر کسی کمپیوٹر پر نہیں بنائی گئی بلکہ یہ پل حقیقتاً لاہور میں موجود ہے جو رائے ونڈ روڈ پر 2017 میں تعمیر کیا گیا.


سوال یہ ہے کہ جب سیدھا جا کر ریلوے کراسنگ کو عبور کیا جاسکتا تھا تو پھر اس فلائی اوور میں یہ اضافی لوپ کیوں بنایا گیا؟ 

تو جواب یہ ہے کہ فلائی اوور کے دونوں طرف زیادہ لمبی سڑک تعمیر کرنے کی گنجائش نہ تھی، اگر سیدھی سڑک بناتے تو ریلوے اوور ہیڈ برج کی ڈھلوان اور چڑھائی بہت زیادہ سلوپ میں بنانا پڑتی جو انجینئرنگ کے اصولوں پر پوری نہ اترتی تھی، ہائی وے انجینئرنگ میں برج ڈیزائن کرتے وقت چند بنیادی اصول مدنظر رکھتے جاتے ہیں جیسا ک سٹینڈرڈ گریڈینٹ، گاڑیوں کا ایک دوسرے کو دیکھنے کا سائٹ ڈسٹنس اور اترائی پر بریک اور سپیڈ کنٹرول وغیرہ

ہائی وے انجینئرنگ کیمطابق ترائی چڑھائی کی زیادہ سے زیادہ سلوپ 6٪ سے 10٪ رکھی جاتی ہے، جس پر گاڑیاں آسانی سے سفر کرسکتی ہیں. اس سٹینڈرڈ سلوپ کو حاصل کرنے کے لیے ڈیزائنر کو ایک اضافی لوپ دینا پڑا، جس سے روڈ کی لمبائی بڑھ گئی مگر سلوپ کی مقدار کم ہوگئی. 

Wednesday, April 17, 2013

CV Templates

CURRICULUM VITES
(TEMPLATE)

Personal Profile
Picture

Educational Information








Skills and Experties








Professional Information / Experience








Achievements / Special About Me


References


Sunday, April 7, 2013

Monday, December 10, 2012

Hydraulic Structure

Hydraulic: Movement of liquid with / under pressure.
Hydraulic Structure: A structure is made to control water. Made submergedly with water.

 

Monday, July 23, 2012

METHODOLOGY FOR INSTALLATION OF EXPANSION JOINT

Traffic Control
At first start the work in half width of carriageway and remain opened the rest of width for traffic.
FOR NEW BRIDGES
Leave a cavity during placing the concrete and fill the cavity with sand.
FOR EXISTING BRIDGE
Create such cavity for installing the expansion joint by using chisel or pneumatic equipment. The existing reinforcement of deck slab must not be damaged but to be cleaned, straightened and preserved. Never use jack hammer for this job. Clean the created cavity with brush.
Use bonding agent sikadur-32 lp or (equivalent) to the exposed edges of the concrete, for bondage between concrete.
Use water reducing agent sikament-163 (600 ml / cement bag) along with hardener accelerator as sikarapid-1 (750 ml / bag) or equivalent, for high early strength of concrete. Don’t use low cost admixtures containing chlorides and sulphates.
Use concrete of minimum compressive strength (350 kg / cm2).
Use steel of Grade – 60 requirements.
Don’t place the concrete on plates or formwork heated under sun beyond 32° c.
Complete wet curing for 7 days is must, otherwise prefer using concrete curing compound anticsol-e15 (0.20 kg / m) or equivalent within 6 Hours of concreting and cover the concrete area with opaque / colored plastic sheets.
When the bridge is located over a river / canal / nullah, sealing of joint using backup rod and sikaflex-pro 3ws filler is not required and let
The water flow down to the nullah underneath. But in case of overhead bridges, following additional treatment is required for sealing of joint.
after the installation and curing of the joint, clean the joint gap with wire brush and remove the dust with a blower.
fix the backup rod of specified dimension at a depth of 25 mm from the top.
apply sikaprimer-3 (or equivalent) with paint brush.
apply oil resistant resins sikaflex-pro 3ws (or equivalent) in the upper 25mm cavity in a concave shape, over filling of compound should be avoided.
Indigenous expansion joint is not a propriety item. It can be copied and the joint can be manufactured and placed by any designated.
Temporary steel strips 25x60 thicness 3mm at 500 c/c, welded to top and bottom of vertical plates, have been added to maintain spacing of vertical plates during the construction of the joint, don't forget to remove temporary steel strips within three days of concreting of joints.
Preferably the expansion joint should be manufactured in 2m length or less than 2m and assembled at the site.

Wednesday, July 18, 2012

Civil Engineer



Storyline of Civil Engineer






















I hate sleeping.
I have enjoyed my life in childhood.
I can't live without tension.
I wanted 2 have disturbed family life.
I hate to look like a smart person.
I wanted to take revenge from myself.
I love dreaming and see client dream dream come true.
I wanted social boycott.
I wanted to break up with my freinds
I love to work on holidays.
I can't live without mobile.
I love begging for payment.

Life Journey of Civil Engineer
True Storey in Engineering

Civil Engineer Working





Friday, July 13, 2012

Asphalt Pavement

WORK PROGRAM FOR ASPHALT

SITE PREPARATION
  1. Paver will be in ready position at a day prior.
  2. Cleaning will be done at a day prior.
  3. Survey will be clear in all respects i.e. centre line, installing pages etc at
  4. Sensor wire will be fixed and levels will be reconfirmed in morning before lying asphalt.
  5. All joints i.e. horizontal and longitudinal will be cut in ready position on the same day of lying of asphalt.

PLANT PREPARATION
  1. Asphalt plant will start at then and will close 5~
  2. Laying will start at 6:00 p.m.

ASPHALT PROGRESS
Total working time of plant    =          12 ~ 14 hrs.
Total production                     =          600 ~ 900 ton
PAVER POSITION
  • Two number Pavers will be used for full width laying.
  • Total width of ACBC is 12.05m.
  • 1st Paver will installed on outer side of carriageway covering 8.4 m.
  • 2nd Paver will be installed on inner side covering 3.65 m.
  • 2nd Paver will start working 45 m after laying of ACBC by the 1st Paver.
  • 3 sensor wires will be used. 1st Paver will be working on 2 sensor wires and 2nd Paver will be working on a sensor wire outside and inside it will be sensoring the ACBC layed by the 1st Paver.
  • Tandem and PTR will work on longitudinal joint after laying of ACBC by 2nd Paver.

Note:   Rolling will stop 3 hrs after the laying of last dumper.
ACBC CONSUMPTION (11 cm Layer)
1st Paver (8.4 m)                                              =          2.3 Ton / running meter
2nd Paver (3.65 m)                                           =          1 Ton / running meter
If working in full width total length per day  =          180 m ~ 270 m
If only 1st Paver working                                =          260 m ~ 390 m
If only 2nd Paver working                               =          600 m  ~ 900 m


PLANT REQUIREMENT
Asphalt Plant              1 No                            Must be in perfect condition 2 days before 1 in case
Loader                         2 No                            of B/D

MATERIAL
Bitumen / day             23 ~ 34 Ton
Diesel                          4800 ~ 7500 Ltr
RC 250                        1 Drum
Cooking Oil                20 Ltr
Khaka                          as per JMF
Aggregate                   as per JMF

MACHINERY REQUIREMENT
REQUIRED:
AVAILABLE:
BALANCE:
            Requisition of Bitumen

Thursday, June 14, 2012

In Situ

In situ
is a latin word, which meanings are to "in position".
Construction of the precast or prefabricated items, that made in factory or plant and than placed at site as required. such as concrete girders are precasted at plant and than placed at site.

Steel

Difference of Grades
There are three grades of steel
Bar end of  Grade 60  will be marked with yellow paint

Grade
Grade
Minimum Yield Strength


in pounds
in
inch-pound
metric
per square inch
megapascals
Grade 40Grade 28040,000280
Grade 60Grade 42060,000420
Grade 75Grade 52075,000520


For the grades 60 & 75 the bar will be marked

Grade
Metric grade
Continuous line system
Number system


number stamped onto bar
60
420
1 line running the length of the bar
60
4
offset at least five spaces from the center of the bar
75
520
2 lines running the length of the bar
75
5
offset at least five spaces from the center of the bar

Semi Finished

Slabs: Steel slabs are hot-rolled from an ingot or strand cast. They are wide and rectangular in shape.

They are used for the manufacture of all 'flat' steel products such as coils, sheets, strip, plates and other flat-rolled steel products.

Billets

Steel billets result from the second stage of the steel production process. They are hot-rolled or forged from an ingot or strand cast. Smaller and longer than a bloom, billets are usually a square cross section less than 36 square inches.
They are used for the manufacture of all 'long' steel products such as bars, rods, pipes, tubes, wire and wire products.


Blooms

Blooms are hot-rolled or forged from an ingot or strand cast. They usually have a square cross section exceeding 36 square inches.
They are mainly used in the manufacture of ‘long’ products such as structural shapes, structural profiles, building beams, rails and columns.

 Flat
 Hot Rolled Coil (HRC)
Hot rolled coil is rolled on a hot strip mill from slabs. It can be found on the market in coil or sheet form and is further processed into finished products by the manufacturer. Hot rolled coil is typically 2-25mm thick and up to 2,250mm wide.
Hot rolled coil is produced as a feedstock for cold rolled coil and coated coil, but also for direct use in a variety of industrial applications including steel tubes used in transport, construction, shipbuilding, gas containers, pressure vessels and energy pipelines. Hot rolled sheet with an anti-slip surface and a diamond or teardrop pattern is typically used for stairs, industrial floors and tailboards for goods vehicles.

Cold Rolled Coil (CRC)
Cold rolled steel is a 'flat' steel product. The material is manufactured from hot rolled steel, the thickness of which is further reduced on a strip mill without the use of heat. The resulting thinner and flatter material is known as cold rolled steel. Typical thickness is from 0.15 to 3 mm. Typical width is from 600 to 2,100 mm.
Finished cold rolled steel coil has excellent forming properties, electromagnetic properties, paintability and weldability It is suitable for fabrication by forming, pressing and bending. Applications include domestic applications, automotive manufacturing, lighting fixtures, electrical components (stators, rotors), various kinds of sections, roofing applications, profiled sheets, and wall elements.

Hot Dipped Galvanised Coil / Sheet

Obtained by passing cold rolled coil through a molten zinc bath, in order to coat the steel with a thin layer of zinc to provide corrosion resistance. Hot dipped galvanized coil can be found on the market in coil or in sheets and is further processed into finished products by the manufacturer. Typical thickness is from 0.3 to 3 mm. Typical width is from 600 to 2,100 mm.
Hot dipped galvanized coil has excellent forming properties and is suitable for fabrication by forming, pressing and bending. Applications include domestic appliances, building applications (e.g. wall elements, roofing, automotive parts (e.g. underbody), lighting fixtures, drums and various kinds of sections and profiled sheets.

Hot Rolled Plate
Hot rolled plate is produced by hot rolling a steel slab to form a plate. Typical thickness is between 2 to 20mm and maximum width is 1860 mm.
The material is used in the shipbuilding, pressure equipment and construction industries.

Cold Rolled Sheet
Flat rolled products for which the required final thickness has been obtained by rolling at room temperature. To meet the various end use requirements, cold-rolled sheet products are metallurgically designed to provide specific attributes such as high formability, deep drawability, high strength, high dent resistance, good magnetic properties, enamelability and paintability.
Cold rolled steel sheet is used in a wide variety of end applications such as appliances refrigerators, washers, dryers and other small appliances, automobiles - exposed as well as unexposed parts - electric motors, and bathtubs.

Tin Plate
Tinplate is cold reduced steel sheet coated with a thin layer of tin. Tin mill products are produced in a variety of types including electrolytic tinplate, electrolytic chromium coated steel and black plate, an uncoated product. It has good corrosion resistance and food compatibility – although many products require a thin coating of lacquer to maximise the shelf life of the contents.
Around 90% of tinplate is used in packaging, with food and drinks cans the biggest market, but it is also widely used for other consumer and general packaging, such as aerosols, paints and oils.

Coated Sheet
Coating steel sheet improves durability and lengthens product life. It is manufactured to meet specific customer requirements for corrosion resistance, strength and formability. Thickness, width, surface quality and surface finish vary greatly.
The most typical applications are for metal roofing and automotive manufacturing.

Coated Steel Coil
Colour coated, or pre-painted, steel, is steel coil to which a paint, powder or film coating has been applied in a continuous process prior to it being cut and shaped. It provides a durable uniform surface finish, and can be an alternative to conventional post-manufacture painting of steel parts. The coil is coated on one or both sides. Rolls apply first a primer and then a topcoat to the moving steel strip. The substrate is usually cold reduced galvanised coil, but galvanised HRC and even uncoated coil is used.
Building applications account for around two thirds of consumption, with cladding on steel frame buildings a well known use. It is also widely used for domestic appliance casings and for some furniture.

Long

Reinforcing Bar
Reinforcing bar (or Rebar) is formed from a steel billet, normally having surface deformations for use in reinforcing concrete. The bar can be produced in straight lengths as well as coiled.
Rebar is used in the construction industry to reinforce concrete.


Merchant Bar
Merchant bar is a range of commodity carbon steel long products including round, square and hexagonal bars, angles, channels and flats. Maximum diameter or width is usually 80-100mm, although flats up to 150mm wide are included. These are a staple item for many steel stockholders, large or small.
Merchant bar is widely used in the manufacture and fabrication of a broad range of engineered products.

Structural Sections
Heavy or structural sections are steel products such as beams or columns which are usually formed with a specific cross section shape e.g. H, I or U.
Used to build large structures such as multi-storey buildings and bridges.

Wire Rod
Hot rolled from steel billet, wire rod is delivered as coil, most commonly at 5.5mm dia, but in sizes up to 60mm dia. Close control of final cooling is a critical part of production. The most important characteristic for determining a rod's end use is its drawability; the extent to which the rod's diameter can be reduced during the drawing process.

Engineering Steels
Engineering steels, or special bar quality (SBQ), is used to describe steel long products for more demanding processing or end-use applications than can be met by commodity grades. Products include bright bars, rolled carbon and alloy bars, forged, tool and stainless steels. These are generally machined, forged or cold drawn during subsequent processing.
The main application area is the automotive industry for engine, transmission, steering and suspension components, but engineering steels are also used for a wide range of industrial applications including hand tools, oil & gas exploration and wind turbine components.

Forgings
Forgings are used in a variety of mechanical applications in heavy industries such as mining, construction and oil & gas exploration.


Tubes & Pipes
Seamless Tubes
Boiler tubing, the oil and gas industries and automotive transmission components are typical applications.


Welded Tubes
Welded tubes are made from hot rolled or cold reduced strip, sheet or plate.
Welded tubes are used in a wide range of general engineering applications as well as in power generation plants, oil refineries, automotive manufacturing and furniture production.

Stainless
Stainless Steel
Stainless steel is the generic name for a number of different steels used primarily for their resistance to corrosion. The one key element they all share is a minimum percentage of chromium: 10.5%. Although other elements are added to improve corrosion resistance, chromium is always present. The principal grades are austenitic (typically 16-26%Cr, 6-22Ni); ferritic (10.5-28%Cr with no/low Ni); martensitic (higher carbon content than ferritic and typically 12-19%Cr with low/no Ni); and duplex, a dual-phase austenitic/ferritic steel (Cr>21%, Ni <8%).
Its many varied applications include food production and storage equipment, pumping and storage of oils, gases and acids, specialist components in the automotive industry, cutlery, surgical instruments and fasteners.