Construction engineering of grade II constructor 1 multiple choice test points: 1
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Steel bar inspection lot 30t sampling 2
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Construction process should conform to the logical relationship of process 3
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Small linear, large and medium matrix, far away from the business division 4
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The common cost analysis method is factor analysis 5
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Construction and installation engineering cost: divisional and sub divisional engineering cost, measure project cost, other project cost, fees, taxes 6
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External elevators need to obtain government approval The scaffold can be put into use only after the “permit” issued by the relevant competent department
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7
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Scaffold inspection and acceptance items: after the completion of the foundation, before the erection of the scaffold; after the suspension for more than one month, before the reuse; before the application of load on the working layer; after each erection of 6-8m; after reaching the design height; after the heavy rain and gale of grade 6; after the thawing of the frozen area
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8
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Construction engineering data: engineering data Project preparation stage documents; supervision data; construction data; as built drawings and project completion documents
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9
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Fire engineering acceptance application should be put forward by the construction unit 10
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Construction site safety warning signs: prohibition, warning, instruction, prompt (pay attention to the sequence) 11
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General enclosure shall not be less than 1.8m, urban area shall not be less than 2.5m12
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The quality of inspection batch shall be qualified, and the general items shall reach more than 80% without serious defects 13
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Free time difference: the premise of the earliest start of other urgent work shall not be affected The mobile time available for this work is 14
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Five diagrams and one card: Project Overview card, management personnel list and supervision telephone card, fire protection card, safety production card, civilized construction and environmental protection card
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The general layout of construction site is 15
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Only the number of equal step and different rhythm flow construction professional teams is greater than the number of construction process
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16
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Division basis of divisional works: professional nature, building location 17 Construction enterprise site comprehensive evaluation: construction organization management, engineering quality management, construction safety management, civilized construction management and construction, supervision unit site management 18
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Warning board layout order: warning, prohibition, instruction, prompt; first left to right, first up and then down; distance 0.2 times 19
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Claim evidence: authenticity, timeliness, comprehensiveness, legal certification effect 20
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Soil Compaction inspection parameters: maximum dry density, optimal water content 21
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Class I buildings: residential buildings, hospitals, elderly buildings, school buildings; class II: office buildings, gymnasiums, cultural and entertainment buildings, Figure 22
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Green construction four sections one environmental protection: energy saving, land saving, water saving, material saving 23
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The construction unit shall file with the construction administrative department within 15 days from the date of project completion acceptance; construction unit shall be responsible for The unit shall start the construction within 3 months from the date of obtaining the construction permit
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24
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Experts are required to demonstrate that the height of the project is greater than 50m, the building curtain wall; the steel structure with a span of more than 36m; the space truss and cable membrane structure with a span of more than 60m; the manual hole digging pile with an excavation depth of more than 16m; the foundation pit with a depth of more than 5m; the floor type steel pipe scaffold with a height of more than 50m; the attached scaffold with a lifting height of more than 150m; and the scaffold with a lifting height of more than 20m Cantilever scaffold; formwork engineering with height greater than 8m and span greater than 18m; 25
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Surface construction and maintenance time not less than 7 days; waterproof concrete maintenance not less than 28 days; cement mortar waterproof layer maintenance not less than 14 days; 26
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Concrete mix proportion: strength grade, durability, workability 27, autoclaved aerated block masonry length not less than 1 / 3, lightweight aggregate hollow block not less than 90mm28, pouring concrete At least one group of test pieces must be reserved for every 100 cubic meters of pile pouring
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29
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The waterproof grade of underground engineering is divided into four grades
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30
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Total time difference: calculate from the work to find all lines passing through the work, and then calculate the length sum of wave lines of each line, taking the minimum value of 31
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Free time difference: the length of wave line on the arrow line of the work
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For the work with tight work, the free time difference is equal to that of the work The minimum value of the difference between the earliest start time of the post work and the earliest completion time of the work.
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