In 2008, the Chinese Ambassador to Malaysia Embassy reconstruction project executes the design _ in the website

1 project profiles 1.1 project profile project name: Chinese Ambassador to Malaysia Embassy commercial office building construction unit reconstruction project: People's Republic of China Ministry of Commerce of Service Bureau designed units: Beijing Institute of building location: Malaysia, Kuala Lumpur, Selangor anbang light Road 39, project size: Chinese Ambassador to Malaysia Embassy commercial office building reconstruction project, the total area of 4042.24 m2, building area of about 1446m2, total building area of 3371 sqm. The project consists in the following table: building name construction area (m2) floor building structure 1350 Office area 2 reinforced concrete framework for banquets, activity area 1 reinforced concrete frame 873 living area 4 reinforced concrete frame garage 1 Engineerings of major projects are summarized as follows: the local part of the Office area is increased by one layer, a layer of apartment area, structural strengthening, the new gate, fence, gate gate post and parking booth; Office area, apartment area interior renovation and interior decoration works, etc. Quality requirements: meet our standards, quality rating: qualified. Duration: according to the tender documents, the project start date: June 20, plan completion date: December 2009. Tender documents proposed construction duration 18 calendar months. 1.1.1 architectural design of this project is funded by the Office area, swimming pool, apartment area and outdoor garden green parts. Building land with an area of 4042.24m2, building area of 1446m2, total building area is located on the ground 3371m2 parking 12. Building renovation includes internal decoration, structural strengthening, the additional layer, the appearance of the decoration as well as water supply and drainage, fire protection, heating, ventilation and air conditioning, electrical and electronic engineering and installation. Garden improvement including landscaping, landscaping, paving, fences and other works. A, Office, hospitality, living area, Office area of transformation: a layer feature set has a lobby, reception, meeting room, library, reading room, Banquet Hall, catering and kitchen, swimming pool, fitness area, etc. Reception room of the talks, big reception again divided talks should set projection equipment room, restaurant, banquet room enlarge; kitchen function reset; swimming pool and roof and roof, room redesign; Office District quarters hostel area; to move to the second floor of the Office, meeting room, and rearranged, function rooms and recreational area. Second, the apartment area apartment area on the fourth floor of the original structure, for a five-layer after reconstruction. Internal partition almost complete demolition, space re-layout. The first layer of the tea room, the lounge renovation as the main bedroom, kitchen, bathroom; leisure gyms for Office reception room, rest and showroom, men dressing room; laundry room, staircases for swimming pool pump room, dressing room, shower and toilet. 2349 layer as the standard tier, all within the framework of the wall, the space Division again, add new breakfast, utility room. Five-layer to add a new layer, layout and four layers of the same. Reconstruction and expansion project using local strengthening independent Foundation, structure, exterior walls, 200 thick red bricks or mortar of hollow block M5, wall-0.06 Office 20 thickness 1: 2 cement mortar (plus 5% water-repellent) moisture resistant layer. Local people on the roof with 4 thick modified asphalt waterproof membrane with layer 1.5 thick EPDM butyl rubber waterproofing membrane. Outdoor casual water surface layer with outdoor shop, a width, slope to 600mm 4%, and the wall is connected to the Department adopts asphalt sealing mortar. Architectural overview follows: walling: original wall complete demolition, the exterior 200 red brick or masonry walls, Interior is 120 double thick steel joist Gypsum Board on both sides and filled with rock wool 100 two thick red brick wall. Roofing project: this project is the roof for reinforced concrete roof, waterproof grade level for Ⅰ, design reasonable service life of 25 years. Find the slope of the material for cement-ash shale aggregates, density is 1000-1100kg/m3, not less than 5.0Mpa compressive strength, thermal conductivity of not more than m2.k 0.3W/door and window project: building glass curtain wall and window air permeability is level 1, rainwater penetration II, sound insulation class II. Glazing selection should comply with the technical specification for application of architectural glass and the architectural safety glass management provisions of the law. The bathroom, the kitchen door should have ventilation function. Glass curtain wall: curtain wall with profile wall thickness is calculated by the structure is not less than 2.5mm of aluminum (surface AA15-Anodic oxidation), surface quality is not allowed to have a crack, Peel, corrosion and bubble, that box of fluorocarbon paint, glass surface preparation for 8 + 10 + 8mm hollow glass. Curtain wall using structural sealant must be at room temperature curing silicone neutral double component structure sealant, sealant for neutral silicone curing adhesive. Sealant before doing the sealant and contact material compatibility test between. Stone curtain wall: main aggregates for channel steel, angle iron and the surface is hot-dip galvanized (zinc-plating thickness ≥ 50um), surface oxidation silver aluminium pendant, the stone Panel adopts 28mm thick brief Ma gray granite fire surface, surface with protection solution. Decoration engineering: engineering renovation works for the implementation of the construction interior trim design fire protection standard "GB50222-95, floor ground part of the implementation of the building ground design code GB50037-96. decoration of various materials, materials, specifications, colors, etc., are provided by the construction unit model, construction and design units conduct letter-like after the confirmation and acceptance. Bathroom floor elevation should be lower than the adjacent corridor, starting from the entrance to 20mm 1% slope, where the leak was found with leak room should be waterproof, waterproof adopt environmentally friendly polyurethane coated 1.5mm thick membrane waterproofing, upturning height not less than 300mm, if there is a bathroom, wall water height of not less than 1800mm. Building energy-saving design:Engineering building energy-saving design based on the public building energy-saving design standards "DBJ01-621-2005 for energy-saving design. Glass curtain wall using spraying aluminum window frames, interior insulation bridge, double insulating glass. Exterior maintenance materials for thick red brick walls, 200mm polymer mortar full flame retardant affixed 60mm thick extruded polystyrene Board insulation, construction joints immediately without notice, and connector junction with soft foam plug. Door and window boxes and wall, plaster, the slit between, respectively, of the introduction of efficient insulation and caulking to seal sealing paste. 1.1.2 Overview of structural design of this project is the main structure of the construction quality is good, no visible cracks, size and orientation, the drawing-cast concrete cover no flaking, structural body can continue to work properly. Outer wall, and other Department renders visible cracks, because out of repair, rain, moisture intrusion into the wall and all the year round in the sunshine deformation caused by temperature, without affecting the structure of the body. Modification of the structure of the security level to level 2, structural calculations, 6 ° earthquake fortification, under the building unified standard for reliability design of structural design of the base period of 50 years. Basic design and endurance eigenvalues for structural concrete 130Kpa, original strength reinforcement for C25, new foundations, beams, plates, cylinder and layer structure of the concrete strength grade are C30. Concrete protective layer should meet standard requirements. Extension of the main project structure are as follows: local office area, adding a layer to add a layer of apartment area; part of the basis underlying components:, local increases conversion of four cylindrical JCL-1, L columns and columns, some columns section. First storey: original primary entrance awning, demolition, new steel awning; four large cylindrical to L column and square column, expand the shared space, will be part of the plate removed, increasing both edge beam and a cantilever plate; G1 Office floor open two holes, plate bottom steel plate; new concrete on both sides of the swimming pool area returned to Taiwan, extended beam over drilling in addition; ○ L-axis Force 750 high concrete wall demolition, increase the cantilever plate and air conditioning; ○ 9a axis Office increase the cantilever beams, slabs, awning, and air conditioning; Chu N axis increase 2004, awning, air-conditioned Board details please login: http://www.fdcsky.cn