'RC design\r'

'This accounting entry presents the method command and equivalent temporary utilization design for the complex body part of low-rise building (LRB). groundwork radical forget be chosen for the tooshie of structure. Design calculation and drawing for the structure, Including beams, columns, foundations, w everys, floor slabs provide be shown in the following categories. Furthermore, formwork will be adopted for the construction of structure and timber formwork will be the premier(prenominal) priority. . Summary of RC Structure proportionality Element Member Size (mm) Type of formwork infantry Timber Slab 250 Beam cholecalciferol x 500 x 5000 ‘Ofs 150 Column 500 x 500 both cover plant sh entirely adjust to the habitual Specification as following: Elements nock wall Blinding layer reinforcer 35 260, 460 MPa 4. Competent Persons for tresss of the Low-rise Building (LRB) Structure device Manager ; target †He shall carry off all technical items of constr uction works of MPS 2 structure, but not bound to the following items: 1 .To handle the difficulties during the construction. 2. All inevitable tests arrangement and endurance to the Engineer 3. Prepargon the erticality monitoring records and submit to the Engineer 4. To prep atomic number 18, manage and implement the documented establishment in compliance with statutory prerequi locates. Construction Supervisor/ command Foremen †He shall be bountiful time on invest to supervise the following works. 1 . To supervise and arrange all the MPS 2 construction works. 2. To arrange and monitor all relevant tests to morphological works. . To arrange all setting- away works for MPS 2 structure constructions. 4. To follow the approved method statement for construction Safety Officer †He/ She shall be full time on site. His/ Her major(ip) duties ar carrying ut regular checking on the implementation of the gumshoe measures adopted with reference to regulations. Safety Super visor †He shall be full time on site. His major duties are assisting the Safety Officer to carry bring by regular safety checking and supervise the construction works for the safety aspects.Environmental Officer †He shall be full time on site to oversee all the environmental and sanitary issue during the construction. Surveyor †He shall be full time on site. His major duties are carrying out the site setting-out and monitoring works including verticalness checking, settlement of ground measurement until completion. Certified Workers †They must(prenominal) be at least 18 geezerhood old and be a holder of a certificate issued by a person whom the interference Plants. The contractor shall ensure the certified workers being physically and mentally suitable for construction works. 5.Plants Plants and equipments Lifting appliances parentage Compressors reservoir Water pumps Portable pneumatic breaker join Machine Hand tools Carpenter Rebar fixer Concretor Gene ral Labour According to the site condition and requirement of completion of each phase, the site operation will be arranged in stages corresponding to several(predicate) site logistic plans at ifferent time lay of construction. The overall sequence of construction is generally dual-lane into following stages: Stage 1 (Excavation) 1. Carry out underground utilities detection 2. Excavate down to +4. 3mPD to 3. 1 mPD 3.Perform compaction Stage 2 (Foundation) A. Steel readying 1 . According to the drawings, prepare the trade names with appropriate length, crimp angle and diameter. 2. According to the drawings, placing the steels in corresponding position and spacing. 3. Pack the steel together, extra steel crouch inwards to prevent exposing outside the concrete. 4. Leaving roughly space for trimming bar B. Formwork 5. vouch the functional scope is clean and clear, and with appropriate ligament. 6. According to the drawing, assemble the timber on the surrounding and fix tightl y with nails and screw.Make sure there arent any gaps. 7. Brush an crude oil layer on the inner face of timber. C. Concreting 8. Ensure the strength of concrete is with required slump 9. Placing fulgent layer on the bottom of foundation. 10. Placing concrete as on the body politic. For separated injection, each layer should not exceed 450mm tall 11. Perform compaction with trembling tube. commemorate that ibration tube should not place succeeding(prenominal) to the timber and not to control the flow of concrete. 12. shed the top of concrete when appropriate level of concrete is placed. 13.Timber flush toilet be take after 16 hours and check whether there are cracks. 14. Perform lot by cover the concrete with plastic rag week and Floor Slab 1 . According to the drawings, prepare the steel with appropriate length, diameter, working angle, shape. 2. According to the drawings, placing the steels in corresponding location, and spacing. 3. Pack the steel together, extra steel bend inwards to prevent exposing outside the concrete. . Leaving about(prenominal) space for trimming bar 9. Placing concrete every bit on the area. For separated injection, each layer should not exceed 450mm tall 10.Perform compaction with vibration tube. Note that vibration tube should not place contiguous to the timber and not to control the flow of concrete. 11 . Flatten the top of concrete when appropriate level of concrete is placed. 12. Timber can be withdraw after 16 hours and check whether there are cracks 13. Perform curing by cover the concrete with plastic sheet 8. Construction procedure 1 Excavation and Compaction 2 Construct foundation 2. 1 reward bar pickle . 2 Formwork elevation 2. 3 Concreting and curing 3 Construction of first floor 3. 1 Column 3. 1. Reinforcement bar darn 3. 1. 2 Formwork elevation 3. 2 wall 3. 2. 1 Reinforcement bar fixing 3. 2. 2 Formwork elevation 3. 3 Bearn 3. 3. 1 Reinforcement bar fixing 3. 3. 2 Formwork elevation 3. 4 Floor Slab 3. 4. 1 Reinforcement bar fixing 3. 4. 2 Formwork elevation 3. 5 Concreting 4. Construction of flash and third floor, same as construction of first floor temporarily. 10. Environmental Protection Measures Any spoil, rubble or silt from construction works area shall be deposited at esignated area within the site as specified in the waste focus plan.Such spoil, debris and silt shall be immediately removed and avoid falling into adjacent areas. Drip/ pin trays will be provided to all machines and the fuel computer memory tanks or drums. All power equipment shall have appropriate silencers. Construction plant will be kept in unafraid condition and will be properly maintained. Construction activities will be limited to daytime hours as far as possible. All construction works will be carried out limited to the approved working hours subject to the blessing of Environmental Protection segment (EPD) and Drainage run department (DSD).Frequently cleaning and body of watering the site area to minimize dust emissions. Burning debris or any material shall be prohibited on site at all times. Air and incumbrance pollution will be monitored on a regular basis in accordance with the Air Quality & flutter Management Plan. Noise permit shall be obtained from the Environmental Protection Department (EPD) prior to any construction work beyond normal working hours. Chemical waste poke license shall be obtained before any chemical substance waste disposed offsite. Surface runoff water arising from the site shall be collected by temporary drainage system.Such temporary drainage system imperturbable of sand bags and temporary channels along the site boundary. The collected surface runoff shall be de-silted at the sedimentation tanks before discharged to public drainage system. The temporary drainage management plan has been submitted separately. twine washing bays will be located at the entrances in set to keep a good housekeeping condition inside the site. 11 . h appening Plan Lifting appliances such as mobile cranes can be deployed on site in order to speed p. Catch up the progress of works.In addition, some major heavily E&M equipment will be handled by the addition cranes on site. Material availability such as concrete, wages and formwork can be delivered on site shortly. Normally, 1 †2 days advance ordering period is required for the processing from ordering to on site delivery. In view of the current market, no shortage of same material supply is found. Disposal of the material system has already been set-up. All disposal records and submissions are in order in compliance with statutory requirements.\r\n'