Buildings

/Buildings
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Paarijat eclat tower gandhinagar, Ahmedabad, Gujarat

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Site Name : Paarijat eclat tower gandhinagar, Ahmedabad, Gujarat. Beam Strengthening work using carbon laminates & CERP at Paarijat eclat tower gandhinagar, Ahmedabad, Gujarat Action Taken

Suvidha Square, Andheri

Site Name : Suvidha Square, Andheri Structural Strengthening Work of Columns by Using techniques such as MS Fabrications, steel Jacketing & Fiber Wrapping. Action Taken

Vikas Palazzo, Mulund

Site Name : Vikas Palazzo, Mulund Strengthening work of Columns by using various techniques such as RC Jacketing MS Fabrication & Fiber Wrapping. Action Taken

Watertank Jodhpur Rajsthan

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Watertank Jodhpur Rajsthan - Structural Strengthening using CFRP Technology for deficiency in grade of concrete. Action Taken

Prime Focus

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Prime Focus - Strengthening of Beam for Moment shear capacity enhancement Action Taken

Royal Court, Mumbai

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Royal Court, Mumbai - Strengthening of column by using CFRP composite Technology using carbon fiber laminate and carbon fiber. Action Taken

Golden Horizon

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Golden Horizon - Strengthening of Beam using CFRP composite Technology Prestressed & Non Prestressed carbon laminate system and carbon fiber wrap.. Action Taken

Mantri Vantage

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Mantri Vantage - Strengthening of columns using CFRP Technology for addition floors. Action Taken

Structure of MD QTRS. AND MD ACCN

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Milatry Engineering Services (MES Thane) - Rehabilitation & Strengthening RCC Frame work Structure of MD QTRS. AND MD ACCN Action Taken

Spencer Plaza

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Spencer Plaza is a Commercial Building in Chennai. The building showed extensive cracks and detoriotion in certain areas of the building. The strengthening was carried out in the soffit of swimming pool and Toilet Bock area. The repair technology required will be classified under the two following heads:- (a) Patch repair [...]

JPMC Banglore

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JPMC, Blue Bay is a commercial structure of Basement + Ground + 2 storey structure located in Bangalore. It is approximately 8 years old structure. The slab panels at 1st and 2nd floor level required strengthening due to positioning of battery and UPS room on this location. Hence, it has been [...]

COMMERCIAL Building

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In an Existing commercial building in Hyderabad, a portion of RCC (PT) flat Slab is proposed to be used as UPS battery room/server room. It was intended to adopt appropriate measures to enhance slab load carrying capacity to carter to the increased loads proposed be imposed. The following options of retrofit [...]

ASHOKA INSTITUTE OF MEDICAL SCIENCES AND RESEARCH, NASHIK

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The strengthening work had to be done due change in the loading of the building. The Proposed Strengthening work on columns at various floor levels was done using FRP Composite system. Action Taken

The Hyde Park, Noida, UP

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The Hyde Park, Noida is an upcoming residential complex housing various multi-storeyed towers developed by IITL Nimbus Group. The Non Tower area was subjected to Non Destructive Testing and load testing at certain earmarked locations. During NDT testing it was found that certain structural members lacked required grade of concrete in [...]

ASHAR IT PARK

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Ashar IT Park, Thane is a commercial building housing various IT related offices. The construction of the Basement plus eleven storey structure was carried out in two phases. The ground plus eight storeys was constructed in first phase and remaining two upper storeys was constructed after a gap of two years. [...]

ECCI IT Park – Chennai

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Synopsis: Strengthen the 25m x 50m long sagged slab Action Taken Due to early removing of shuttering the 25m x 50m long slab got 100m sagged which becomes inadequate for the structure to bear the designed load. With the help of Pre-stress system the slab was up-lifted back by stretching [...]

Turbhe, Navi Mumbai

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Action Taken

Ackruti Trade Center, Marol, Mumbai

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Ackruti Trade Center owned by Hubtown, had undergone fire damage at the 6th & 7th floor of the structure in 2011. The dome structure was damaged and the structure was distressed. As per the consultant’s decision the building had to be rehabilitated and strengthened at the earliest to continue usage. FRP [...]

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