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تاسیس: 27 مرداد 1385  پروفایل کلوب
مدیر کلوب: مهدی پیروزنیا - معاونان
کلوب پرسپکتیو در جهت ارتقائ سطح علمی شما دوستان و آشنایی بیشتر با بناهای تاریخی و همچنین مشاهده طراح ادامه »
کلوب پرسپکتیو در جهت ارتقائ سطح علمی شما دوستان و آشنایی بیشتر با بناهای تاریخی و همچنین مشاهده طراحیهای مختلف و متنوع آلبوم عکس هفتگی را به عکس روزانه تغییر داده است
 

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عنوان بحث

نگین حسینی , negin_teh
نگین حسینی - 22:54 1386/02/24

آلبوم شماره 52............پلهای زیبای دنیا..........

تو رو خدا یه کم انگلیسی بخونید ......

والا هی چیز سختی نداره



پیام در تاریخ 86/2/24 ویرایش شده است.
  • ارسال پاسخ

پاسخ ها

ترتیب پاسخ ها : از اولین پاسخ
زهرا پ , poolad
زهرا پ - 12:37 1390/11/30
15

نگران پروژه هایتان نباشید

انواع پلان های آماده تجاری، مسکونی، درمانی
ساخت انواع ماکت های معماری
پروژه های تحقیقاتی و طراحی معماری
شیت بندی و طراحی پوستر از طرح های معماری
ترسیم نقشه های مدادی و راپیدی با بهترین کیفیت
انجام پروژه های نقشه کشی معماری با اتوکد
ارائه کانسپت-ارائه پلان-راندو-اسکیس-پروژه روستا و ......

در کوتاهترین زمان ممکن و با نازلترین قیمت
در صورت تمایل برای هماهنگی های لازم با شماره 09373722192 تماس حاصل فرمایید
 نی نی  , soltanedelha
نی نی - 21:34 1387/09/6
14

 مرسی  نگین  كاشكی اطلاعات در مورد خود پلها هم یه خورده به صورت فارسی بیرون میاوردیش تا كه همه متوجه بشن

 میخواستم ازتون خواهش بكنم بزرگترین پل دنیا رو بهمون معرفی بكیند و بگین از چه نوع مصالحی ساخته میشه و  تمایم اطلاعات و این پلی كه میخوان بین دهانی تنگیه هرمز بزن كی انشالله اجرا میشه و اگه عكسهایی هم از پیشرفت این كار داشتین ممنون میشم بزارین با تشكر

گروه آرشیت آرم ا , architarm
13

رضا اهریمن , sevim
رضا اهریمن - 08:37 1386/02/25
12

ممنون نگین خانم از اطلاعاتتون .

یاشار اصلانی , riyaziyati
یاشار اصلانی - 02:06 1386/02/25
11
ba salam.l
vaqteton bekheyr.l
mamnon lotf kardid.l
agar architect hastid mayelam maqalate memari ra tarjome konim va be ham beresonim ta tashih konim.l
az farsi be engli va english be farsi .l
movafeqid?l
movaffaq bashid.l
payandeo sarfaraz.l
dar panahe haq.l

نگین حسینی , negin_teh
نگین حسینی - 23:04 1386/02/24
10

Bandra-Worli Sea Link, Mumbai
The contract was awarded in early 2003 for the redesigning of the cable-stayed bridges and construction supervision. The bridge consists of a twin four lane deck linking Worli and Bandra across the Mahim Bay. The redesign of the cable-stayed bridges provides for a 500m main span bridge with a single support tower, and a 150m span conventional twin tower cable-stayed bridge spanning the Bandra and Worli creeks, respectively.
نگین حسینی , negin_teh
نگین حسینی - 23:02 1386/02/24
9

Long Span Cable Structure Concept
Competition runner-up in 'The Bridge Image' sponsored by the New Civil Engineer 1988. The landscaped dual carriageway spans the main axis of the elliptical envelope which carries a high speed rail link at the lower level and capable of spanning 1km-2km.
نگین حسینی , negin_teh
نگین حسینی - 23:01 1386/02/24
8

Jeddah-Makkah Expressway Viaduct, Jeddah, Kingdom of Saudi Arabia
The Jeddah-Makkah Expressway is designed to provide a high-speed high-capacity link between Saudi Arabia's major seaport and the Holy City of Makkah. The Expressway is elevated on dual three lane viaducts for the first 10.5km within the Jeddah urban area, descending to ground level for the remaining 60km across mainly desert terrain to the Holy City of Makkah. A standard single deck width of 17.45m was adopted for the viaduct with spans ranging from 36m to 40m. Span by span construction using precast segments facilitated the speed of erection and provided the quality control to ensure a high standard of finish throughout the entire length of the viaduct, one of the largest in the world.
نگین حسینی , negin_teh
نگین حسینی - 23:01 1386/02/24
7

Corinth Canal Bridge, Greece
The project conditions required that the highway design be strictly adhered to with a 600m radius curve at a skew of 51 degree grads to the axis of the canal. The bridge is a concrete cable stayed structure of 160m main span and 50m side spans supported from two towers one on each side of the canal. The deck is carried by a parallel plane of cables along the median. The towers are inclined towards the outside of the curve to make the stay cables tangential at the point of connection to the deck and are stabilized by the transverse stays which are anchored to the outrigger beam at each tower support.
نگین حسینی , negin_teh
نگین حسینی - 23:00 1386/02/24
6

Elevated Federal Expressway, Kuala Lumpur, Malaysia
The proposal is to create an elevated urban viaduct 14km in length with 3km of associated on and off ramps. The selected alignment utilizes a dual carriageway viaduct and generally follows the route of existing Federal Highway R2. The advantages being that expropriation and land acquisition are minimized allied with less impact and disruption to existing interchanges, utilities and services. The height of the deck varies from 7m to 25m and consequently the aesthetic quality of the deck when viewed from below assumes considerable importance. The construction of the deck is carried out from the top level by using the finished portion of the viaduct for access. The adoption of precast segmental construction over in-situ work affords the necessity economy and high quality in terms of material properties, consistency, durability and surface finish.
نگین حسینی , negin_teh
نگین حسینی - 22:59 1386/02/24
5

Shaikh Isa bin Salman Bridge, State of Bahrain
The marine bridge is an example of total design taking account of all disciplines. It is a pre-stressed concrete structure with a 32m wide deck supported on a single plane of pre-stressed stays. The stays were pre-stressed to increase their durability and eliminate problems associated with fatigue in the stay cables. The stays use normal pre-stress anchorages achieving significant economy. Exceptional quality of concrete finish achieved by pre-casting.
نگین حسینی , negin_teh
نگین حسینی - 22:59 1386/02/24
4

Sungai Prai Bridge, Penang, Malaysia
The project is 1.4km long, with the main river crossing of 485m. The navigation span is 185m long cable-stayed with side spans of 50m. The 28m wide dual three lane deck consists of precast concrete segments made up of central spine segments with side cantilevers. The spine is constructed first and side cantilevers erected as a second stage using the constructed spine.
نگین حسینی , negin_teh
نگین حسینی - 22:57 1386/02/24
3

Wadi Leban Bridge, Riyadh, Kingdom of Saudi Arabia
A cable stayed bridge with 405m central span and 179m side spans. The deck is 35m wide and made of precast spine and cantilevers. The deck being 75m above the ground has a shaped pier head formed to provide a stable support for the pier segments to be erected and also a platform upon which to work and for transferring the crane to the higher level to construct the towers.
نگین حسینی , negin_teh
نگین حسینی - 22:57 1386/02/24
2

Bridge over the Sungai Selangor, Kuala Selangor, Malaysia
The asymmetric cable stay bridge has a main span of 232m and 114m back span along a 1000m radius. It is a pre-stressed concrete structure with a 25m wide deck comprising a glued segmental spine and precast side frame. The deck is supported from an inclined tower on a single plane of pre-stressed stays in the median which are anchored on the back span to a precast boom. An outrigger beam is employed to stabilize the tower with transverse stays anchored to the beam below deck level.
نگین حسینی , negin_teh
نگین حسینی - 22:55 1386/02/24
1
Wadi Abdoun Bridge, Amman, Jordan
This bridge across the Abdoun valley is a dual two lane concrete cable stayed structure which has a deck 45m above the deepest section of the valley floor. It is a continuous four span structure with two main spans of 140m on an 'S' curve alignment.
 

 
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