一级建造师-二级建造师-历年真题-建筑施工管理实务

1、一级建造师-二级建造师-历年真题-建筑施工管理实务In 2009 Jie ladder training school building construction division two professional test counseling has been completed, with the exchange of students, our school students consistently fully affirmed our teachers, students in Teacher under the guidance of the learning effect i

2、s very good. Can test the construction of two divisions in 2009 but until October 31st and November 1st, she can have over half of the time. To this end, some students may think that learning too early, but I do not think so, and now the course has been completed, there is such a long review time is

3、 not enough to review it? To this end, I hope that the two construction division students can develop a reasonable review plan, cherish the review time of the six months, and strive for all through. Take this, I wish you a happy study! The following is the two construction division construction engi

4、neering management and practice simulation papers, please refer to! By the way, our first grade constructors pre service tutorial will begin in 2009, and still be a heavyweight professor at Tongji University.The examination time of this course is three hours, and the test paper has 120 marks, includ

5、ing 40 individual questions, 1 points for each question, 10 multiple-choice questions, 2 points for each question, 3 case questions, 20 points for each question.From the previous exam situation forecast this year of each chapter in the papers share scores are as follows: the first chapter 40 to 45 p

6、oints, more than in the multiple-choice questions; the second chapter is about 60 minutes, many questions in the case questions; the third chapter 10 to 15 points, more than in the multiple-choice questions.First, individual choice questions (40 questions, 1 points each). Each item options, only one

7、 of the most to do)The scene (a) a stadium project, the total construction area of 11600 square meters, 5600 square meters of the main game, as the structure form of the frame shear wall, the function room of 6000 square meters, 1 floors underground, the ground 5 floor frame structure.The following

8、problems exist on the spot:(1) temporary power consumption organization design on the construction site shall be prepared by the safety officer and set up a 315kVA transformer at the construction site;(2) the third stage distribution box for controlling the electrical equipment is provided with an e

9、lectric leakage protector;(3) wet basement lighting is powered by an autotransformer.Answer the following questions according to the scene (1):1. the organization and design of temporary electrical equipment must be compiled (C).A. security officerB. Project ManagerC. Electrical Engineering Technici

10、anD. Supervision Engineer2. according to the specifications, lighting transformers must be used (A), and the use of autotransformer is strictly prohibited.A. double winding type safety isolating transformerB. single winding type safety isolating transformerC. three winding type safety isolating tran

11、sformerD. four winding type safety isolating transformer3. wet basement lighting, the power supply voltage shall not be greater than (B) V.A. 12, B. 24, C. 36, D. 484. temporary power on site shall be adopted (B) instead of leakage protector only in the last stage switch box.A. two stage distributio

12、n system, three level leakage protection systemB. three stage distribution system, two level leakage protection systemC. four stage distribution system, three level leakage protection systemD. three stage distribution system, four level leakage protection system5. height over 24 meters of constructi

13、on, should install temporary fire standpipe, diameter shall be not less than mm (D).A.25 B.35 C.55 D.756., the general section of the block height shall not be less than (C) m, the main sections of the urban block height shall not be less than 2.5m.A. 1.2, B. 1.5, C. 1.8, D. 2.17. the main intersect

14、ion of the construction site should be marked with five cards and one map, which does not include (D).A. engineering overview brand B. safety production plateC. fire protection brand D. building construction plansScene (two) basement 1 floors, underground construction area of 4000 square meters, the

15、 area of 14000 square meters, the underground water level is higher than the base design. The measurement after the end of the project, the foundation pit with soil nailing wall, in May completed earthwork operations, and to develop a construction plan period. The basement floor is a mass concrete p

16、roject, with a rear pouring slab, and the basement is waterproof.Answer the following questions according to the scene (two):1. below (C) does not belong to the deep foundation pit support mode.A. soil nailing wall support; B.; cement retaining wall; supportC. discontinuous horizontal support D. dia

17、phragm wall2. shallow foundation pit excavation, the first work should be carried out (B).A. slotted support, B. measurement, positioning, C., precipitation, D., layered excavation3. after casting belt usually according to the design requirements to leave, at least retain (D) days later pouring, the

18、 structure as a whole.A. 7, B. 14, C. 21, D. 284. the waterproof grade of underground works is divided into (C).A. six, B. five, C. four, D. three5. during the construction of underground waterproof works, the foundation pit of open excavation method and the excavation shaft and hole of underground

19、excavation must maintain the ground water level below the base (A), and adopt precipitation measures when necessary.A.0.5m B.0.8m C.1.2m D.1.5m6. the ground concrete used in this project, such as slag cement, shall not be less than (C) days old for mixing concrete.A. 7, B. 14, C. 21, D. 287. the fol

20、lowing (C) is not part of the construction survey.Establishment of A. construction control networkB. positioning of buildingsRendering of C. site planD. deformation observation of buildings8. with vibratory compactor filling construction, the layered thickness is (B), the number of times of compacti

21、on per layer is 34 times.A.250300B.250350C.200250D.150200Scene (three) a building is a modern intelligent building, the frame shear wall structure, the ground floor 3,28 on the ground floor, building area of 58 thousand square meters, total construction contractor is the third construction company,

22、because of its advanced equipment, high requirements, therefore, the company will be the mechanical and electrical equipment installation engineering subcontract to a large installation company with the relevant qualification. Check the quality of the column during construction. 10 pillars were foun

23、d to have varying degrees of quality problems.Event 1: two of the columns are detected and identified by qualified testing units, which can meet the design requirements;Event two: another two pillars are detected and identified by qualified testing units, which fail to meet the design requirements,

24、and require the original design unit to calculate and satisfy the structural safety and use functions;Event three: the detection unit three posts by a qualified inspection, can not meet the design requirements, please check the original design unit, still can not meet the structure safety and using

25、function, through consultation and reinforce, which put part of steel, concrete pillars in the outside, after reinforcement can meet the safety requirements;Event four: there are three pillars, the strength of concrete and design requirements are far from each other, and strengthening and strengthen

26、ing can not meet the safety requirements.In engineering archives, the following events occur again:Event five: the installation company will be part of the mechanical and electrical equipment subcontract part of the completion of the information directly to the supervision unit.Event six: the employ

27、er requires the design, supervision and construction contractor to hand over the project files directly to the city archives.Answer the following questions according to the scene (three):1. it is (D) that the post of this case cannot be examined and accepted.A. event, B. event, two C. event, three D. event four2. the completion data in this case shall be collected (A) and shall be handed over to the construction unit in a timely mannerA. turnkey units B. subcontracting units (installation compa