2011二级建造师建筑工程管理实务模拟题（Construction engineering management practice of 2011 grade two constructor）

2011二级建造师建筑工程管理实务模拟 题 快递公司问题件快递公司问题件货款处理关于圆的周长面积重点题型关于解方程组的题及答案关于南海问题 （Construction engineering management practice of 2011 grade two constructor） 2011二级建造师建筑工程管理实务模拟题(Construction engineering management practice of 2011 grade two constructor) Grass withered eagle eye disease, snow finished horseshoe light. The wall of reeds, top-heavy shallow foundation; mountain bamboo shoots, skinned and hollow inside. Support the opinions with sufficient grounds, It stands to reason. Several early warblers fight for the warm tree, whose new pecking Chunni yan. The wind rain reading sound ear, family affairs and the world are concerned about everything. 1. the main purpose of structural design is (D). A. ensures that the structure is beautiful B. ensures that the structure is economical and reasonable C. ensures the overall stability of the structure to be constructed D. ensures that the structure is safe and applicable 2. safety, practicality, and durability are summarized as structural (C). A. reliability B. security degree C. reliability P1 D. Technology 3. 30mm diameter steel rod, the maximum tensile force can be F, the same material diameter of 60mm steel rod, which can withstand the maximum pulling force is (D). A.F B.2F C.3F D.4F The calculation length L0 of the 4. pressure bar is related to the supporting condition of the pressure bar. When the end of the column is fixed at one end, the length of the compression bar is L0, and the length of the (A) compression bar is L. A.2L B.0.5L C.0.7L D.L 5. the following load does not vary with time (C). A. permanent effect B. variable action Dynamic effect of C. Accidental action of D. 6. seawater environment belongs to the environmental category of concrete structure (D). A. environment B. two types of environments C. five types of environments D. four types of environments 7. the biggest factor affecting the normal section failure of the beam is (D). A. concrete strength grade B. cross section form C. load form D. reinforcement ratio 8. the proper design of buildings (B) can obviously reduce the heat consumption of heating and achieve the purpose of energy saving. A. increases the window to wall ratio B. reduces window to wall ratio C. increases air permeability D. increases the shape coefficient 9. the air conditioning seat of the building above 2.5M, the red road line should not be larger than (A). A.0.5M B.1.0M C.2.5M D.3.0M 10. the most important factor affecting the workability of concrete mixes is (C). A. sand rate Properties of B. composition materials Water consumption per unit volume of C. D. time 11. construction gypsum used in building engineering is mainly composed of (D). A. alpha -caso4.1 / 2H2O B.caso4.2H2O C. beta -caso4.1 / 2H2O D.caso4 12. the final setting time of ordinary portland cement shall not be longer than (B). A.45min B.10h C.6.5h D.24h The height of the bottom window of 13. open public walkway should not be less than (C). A. > 0.9 M B. = 1.8 M C.2 M D.2.1M 14. Portland cement (C). The hydration heat of A. is small B. has good heat resistance C. has good frost resistance D. has good corrosion resistance 15. (B) is the moisture content index that should be controlled when wood or wood products are used to avoid deformation or cracking. Saturation point of A. fiber B. equilibrium moisture content C. natural moisture content Actual moisture content of D. 16. the moisture content of wood fiber saturation point varies with tree species, and the average value is (A). A.30% B.25% C.12% D.8% 17., one way perspective, also known as SLR glass is (D). A. tinted glass B. solar control coated glass with low heat radiation C. Glazed glass D. coated glass controlled by sunlight The 18.PP-R tube is connected in (D) mode. A. welding connection B. solvent bonding C. thread connection D. hot melt connection 19. the following description of the characteristics and scope of application of autoclaved aerated concrete blocks is incorrect (C). A. has good heat preservation performance B. can be used for load-bearing walls of low rise buildings C. dry shrinkage is small, it is not suitable for cracking D. is beneficial to improve building seismic capacity 20. the following indicators (D) have a great impact on the impact toughness of steel. Chemical constituents of A. B. smelting C. machining quality D. temperature 21. prohibit the use of expired structural silicone sealant, prohibit the use of not done (or) and other related tests, and all test parameters qualified structural silicone sealant. A. three test B. compatibility test C. pullout test D. shear test 22. the strength grade of concrete is divided according to (D). Cube compressive strength of A. concrete Axial compressive strength of B. concrete Tensile strength of C. concrete Standard value of cube compressive strength of D. concrete The 23. switch is frequent, so it is necessary to adopt (A) light source for instantaneous start and continuous dimming. A. halogen tungsten lamp B. metal halide lamp C. fluorescent lamp D. sodium lamp 24. water reducing agent is a concrete additive to change concrete (D). Setting time of A. concrete Durability of B. concrete Rheological properties of C. concrete Frost resistance of D. concrete 25. concrete with frost resistance rating above (C) is frost resistant concrete. A.F30 B.F40 C.F50 D.F100 26. the degree of delamination of masonry mortar shall not be greater than (A) mm, so as to ensure good water holding capacity of mortar. A.30 B.18 C.35 D.25 27. marble belongs to (C). A. neutral stone B. acid stone C. alkaline stone D. hard stone 28. class plywood of ordinary plywood is (C). A. water resistant plywood B. non moisture resistant plywood C. weather resistant plywood D. non fireproof plywood 29. the following (C) is not energy-saving decorative glass. A. tinted glass B. coated glass C. tempered glass D. insulating glass 30. which of the following pipes are non-toxic, transparent and sanitary?. With bending memory (C). A. chlorinated polyvinyl chloride pipe B. plastic compound copper tube C. crosslinked polyethylene pipe D. aluminium plastic composite pipe 31. the following are not concrete durability indicators (C). Impermeability of A. Corrosion resistance of B. C. and workability Frost resistance of D. 32. (C) is the basis of steel strength in structural design. A. strength limit B. elastic limit C. yield limit D. proportional limit 33. rooms with intermittent air conditioning should be adopted (D). A. should adopt external insulation B. should adopt inside and outside heat preservation C. should adopt intermediate heat preservation D. should adopt internal insulation 34. steel structure coating fire retardant coating, thick fire retardant coating thickness should be controlled at (D) mm. A.0.5mm B.2.5mm C.2.5 to 10mm D.5 to 10mm The main function of the 35. level instrument is (C). Direct determination of Gao Cheng by A. B. measuring the horizontal angle between two directions C. Measuring the elevation difference between two points D. measuring the horizontal distance between two points 36.A point elevation is 36.05M, the first A points after the point of view, B points to the front view, front view B leveling after reading 1.12M, view A readings for the 1.22M, B point elevation (A) M. A.36.15M B.35.95M C.37.17M D.37.27M 37. scraper fill, each layer of soil thickness should be controlled in (C). A.20 to 25cm B. should not be greater than 30cm C.30 to 35cm D. should not be greater than 50cm 38. the excavation generally adopts the principle of (A). A. layered excavation, first support and then dig B. sublevel excavation, pre support and excavation C. layered excavation, first dig and then drop D. layered excavation, first dig back support 39. about earth filling and compaction, the following description is incorrect (D). A. generally should not use expansive soil and soil with sulfate content greater than 5% B. backfill should be filled with similar soil as much as possible C. when the ground fill in 1/5 should be the first steep slope will be dug into the ladder The slope of D. fill should be determined according to compaction work, soil moisture content and soil thickness The bearing wall should be installed on both sides of the 40. expansion joint, and its foundation (B). A. must not be divided B. can't be separated C. must be separated D. cannot be determined 41. description of the setting time of cement, the correct is (B). The final setting time of A. is calculated from the initial setting time of concrete The final setting time of B. Portland cement shall not be later than 6.5 hours When the C. exceeds the initial setting time, the cement completely loses its plasticity The final setting time of D. ordinary cement shall not be earlier than 10 hours 42. in order to prevent cracks in concrete search and temperature deformation, and strengthen the stiffness of the steel skeleton, it is often set on both sides of the beam (A). A. lumbar tendon B. stand steel bar C. stirrup D. bent bar The curing time of mass concrete filled with 43. slag cement and volcanic ash cement shall not be less than (C). A.14 days B.28 days C.21 days D.7 days 44. the stress bar of the two-way slab should be arranged along two spans, and the reinforcing steel in the short side direction should be placed in the long side direction (C). A. above B. can be up and down C. below D. is determined by the strength of concrete 45. the main factors that influence the wall thickness ratio are not included (D). A. support constraint condition, section form B. mortar strength C. construction type, masonry type D. masonry strength 46. masonry masonry masonry mortar rubble sand should choose (C). A. medium sand B. fine sand C. coarse sand D. artificial sand 47. construction of cast-in-place reinforced concrete frame structure in general for the removal order (B). A. first disassemble Liang Cemo, then disassemble the bottom die B. should be dismantled first and then removed first C. dismantle the bearing template first, then dismantle the non load bearing template D. should be dismantled first and then removed later The stress characteristics of 48. continuous beams and slabs are (D). There is a positive moment between the midspan and the support of A. B. has negative bending moment between midspan and support C. midspan is negative moment, and the support is positive moment D. midspan is positive bending moment, and the bearing is negative bending 49. after filling the back pouring band, the strength grade of the micro expansion concrete is increased by one grade compared with the original structure, and the curing time of the concrete can not be less than (C). A.7 days B.14 days C.15 days D.21 days 50. rectangular rubble foundation upper width than the wall thickness of large (C). a.100mm b.150mm c.200mm d.300mm 51.其跨度为2m的板, 设计 领导形象设计圆作业设计ao工艺污水处理厂设计附属工程施工组织设计清扫机器人结构设计 混凝土强度等级为c20, 则拆模时同条件养护的 标准 excel标准偏差excel标准偏差函数exl标准差函数国标检验抽样标准表免费下载红头文件格式标准下载 立方体试块的抗压强度标准值不低于 (b). a.5n / m? b.10n / m? c.15n / m? d.20n / m? (b) 52.当跨度大于 的梁其支撑面下为砖砌体时, 应设置混凝土或钢筋混凝土垫快. a.4m b.4.8m c.6m d.8m 53.屋面防水找平层的排水坡度应符合设计要求, 采用材料找坡宜为 (c). 1% 3% c.2% (d.5) (d) mm墙体与底板混凝土同时浇筑 54.基础地板防水混凝土应连续浇筑, 外围剪力墙与底板交接处留出高于底板. a.150mm b.200mm c.250mm d.300mm 55.刚性, 刚弹性 方案 气瓶 现场处置方案 .pdf气瓶 现场处置方案 .doc见习基地管理方案.doc关于群访事件的化解方案建筑工地扬尘治理专项方案下载 中, 横墙中开有洞口时, 洞口的水平截面积不应超过横墙截面面积的 (b). a.30% b.50% c.40% d.60) 56.混凝土小型空心砌块砌体灰缝砂浆饱满度, 下列描述正确的是 (b). a.水平灰缝砂浆饱满度不得小于80% b.水平灰缝砂浆饱满度按净面积计算不得低90% c.竖向灰缝砂浆饱满度不得低于90% d.竖向灰缝砂浆饱满度不得出现透明缝和假缝 57.吊顶安装主龙骨, 宜平行房间长边布置, 分档位置从吊点中心向两边分, 间距为 (d). a.300,400mm b.300,600mm c.600,800cm d.900 ,1200mm (b) 58.玻璃隔墙宜以 高为一个施工段, 待下部施工段胶结材料达到设计强度后再进行上部施工. a.1.0m b.1.5m c.3.0m d.2.0m 59.安装大规格饰面板材时, 灌注砂浆, 每层灌注高度宜为 (c). a.200,250mm b.300,400mm c.150,200mm d.250 ,350mm (b) 60.平开窗高度大于 时窗扇锁闭点不应少于2个. a.600mm b.900mm c.1000mm d.1500mm (d) 钢筋 61.建筑幕墙平板预埋件钢筋严禁采用. a.hpb235热轧钢筋 b.hpb335热轧钢筋 c.hrb400热轧钢筋 d.冷加工钢筋 62.当基坑较深, 地下水位较高, 开挖土体位于地下水位以下时, (b). a.应做防水设施 b.应采取人工降低地下水位 措施 《全国民用建筑工程设计技术措施》规划•建筑•景观全国民用建筑工程设计技术措施》规划•建筑•景观软件质量保证措施下载工地伤害及预防措施下载关于贯彻落实的具体措施 c.应采取加固措施 d.应予设计和建设单位研究采取防护措施 63.楼层梯段相邻高度差不应大于 (b). a.3m b.10mm c.8mm d.18cm 64.框支撑玻璃幕墙安装, 铝合金立柱一般宜设计成 (a). a.受拉构件 b.受压构件 c.偏心构件 d.受弯构件 (b) 65.按规定, 吊杆距主龙骨端部距离不得大于 a.250mm 否则应 增加吊杆. b.300mm c.200mm d.150mm 66. Facing brick project refers to the interior wall facing brick and the outer wall facing brick project with the height less than 100M and the seismic fortification intensity not greater than 8 degrees, (B) construction method. A. adhesive method B. full adhesion method Dry hanging method of C. D. wedge method The glass panel of the 67. frame glass curtain wall shall not be contacted directly with the frame member. At least 2 blocks with the same width and length (B) should be placed under each glass. A. is not greater than 100mm B. is not less than 100mm C. is not greater than 150mm D. is not less than 50mm 68. all glass curtain wall panels must be used for glue joints (A). A. silicone structural sealant B. silicone weather resistant adhesive C. two-component sealant for weather resistance D. rubber weather resistant sealant The construction thickness of sealant for 69. frame supported glass curtain wall shall not be less than (B). A.2.5 to 3.0mm B.3.5 to 4.5mm C.4.0 to 6.5mm D.8.0 to 10mm 70. stone curtain wall by the fire board should not be less than the minimum thickness (C). A.25mm B.15mm C.28mm D.20mm The 71. load has different classification methods, and the live load is mainly (CDE). A. foundation settlement B. earthquake action C. snow load D. wind load E. crane load 72. the method of setting out the plane position of the detail points of the building is (ABCE). A. polar coordinate method B. rectangular coordinate method C. angle intersection method D. elevation intersection method E. direction intersection method 73. wall construction measures include (ABD) aspects. A. expansion joint B. settlement joint C. seismic joint D. beam E. structural column 74. the technological properties of steels refer to (AC). Cold bending property of A. Tensile properties of B. Weldability of C. Impact properties of D. Fatigue resistance of E. 75. the following technical requirements of cement belong to selective index (BD). A. Standard Consistency Water Consumption Fineness of B. cement C. chemical index Alkali content of D. cement Volume stability of E. E. polyvinyl formal interior wall paint 76. the artificial veneer material used at present is (BD). A. cement type artificial stone B. polyester artificial stone C. composite artificial stone D. glass ceramic artificial stone E. sintered artificial stone 77. workability of concrete include (ACD). A. fluidity Corrosion resistance of B. C. cohesiveness Water retention property of D. Impermeability of E. 78. the excavation scheme of deep foundation pit is mainly (ACD). A. reverse excavation method B. inclined column support C. slope excavation D. basin excavation E. retaining earth filling pile 79. underground waterproof construction, should establish the three inspection system of each process, three check system refers to (ABC). A. process self-test B. full-time personnel check C. handover check P83 D. supervision unit inspection E. quality inspection unit check 80. the properties of impregnated wood laminate flooring are (ABE). A. has high wear resistance and high flame retardancy B. has good compression and impact resistance, P35 The size of C. is large and the density is small D. color uniformity, good visual effect, good repair performance E. can be directly paved on moisture-proof gasket, easy to pave 81. which of the following are requirements for durability of concrete structures (ABD)?. A. protective layer thickness B. water cement ratio C. Impermeability D. cement dosage Frost resistance of E. Crack control of 82. mass concrete usually adopts (CDE) measures. A. preferred low grade cement to reduce hydration heat B. added early strength agent to make the concrete reach strength as early as possible C. set the post pouring band to reduce the external stress and thermal stress D. two precausions, reduce the surface crack E. to ensure the concrete design strength level, reduce the amount of cement 83. in order to prevent the diagonal section damage of reinforced concrete beams, CDE measures are usually adopted. A. reduces load B. replaced by steel beam Minimum dimension of cross section of C. limiting beam The D. should be properly equipped with stirrups and meet the requirements of the specification The E. shall be properly equipped with bent reinforcing bars to meet the structural requirements of the specification 84. the main principles of formwork engineering design (ABD). The practicability of A. B. security C. advance D. economy E. flexibility 85. what are the fiber fire retardant materials and products (ABD) in the following materials?. A. aluminium silicate cotton B. glass wool C. foam asbestos D. slag cotton P45 E. microporous calcium silicate 86. the following kitchen water bath measures are described correctly (ACDE). The ground surface elevation of A. multi water room such as kitchen and toilet is reduced, and the slope floor drain is also reduced B., kitchen and toilet and other multi water room surface covered with waterproof layer C., kitchen and water room should be made of concrete flanging, its height is not less than 120mm D., kitchen and toilet and other multi water rooms must be checked, the water storage depth should be higher than the test room, the highest building surface 20 ~ 30mm E. floor drain interface installed waterproof tray, floor drain elevation should be lower than the ground 20mm 87. masonry structure has the characteristics of (ACDE). A. has good durability and good fire resistance B. has the advantages of convenient construction, simple process and high production efficiency C. has dual functions of bearing and maintenance D. is self important, tensile, shear resistant and low bending E. has good heat insulation performance and good energy saving effect 88. in the masonry structure can not set the foot hand eye position (ACD). A.120mm thick wall, clear water wall, independent column B. and lintel beam into a triangle is 30 degrees and the height range of 1/2 in net span beam Window wall with C. width less than 1M D. beam or beam pad and its left and right 500mm range E. stone masonry doors and windows on both sides of the 200mm range (89.) the general requirements for the installation of all glass curtain walls are (ABCE). A. glass curtain wall panel glass thickness should not be less than 10mm Silicone sealant must be used for glue joint of B. all glass curtain wall panel The gap between the surface of C. glass curtain wall and the decorative surface or structural surface should not be less than 8mm D. all glass curtain wall is not allowed to place silicone structural sealant on site E. laminated glass can not use acidic structural silicone sealant and silicone weatherproof sealant. 90. raw materials are one of the factors that affect the strength of concrete, including (ABC). Cement strength and water cement ratio of A. Types and quality of aggregate for B. raw materials C. aggregate number of raw materials D. mixing and vibrating E. admixture and admixture 91. in masonry structure, the factors influencing wall thickness ratio are (BCD). Calculation height of A. wall column B. bearing wall and non load bearing wall Strength grade of C. mortar D. has door and window openings? Strength grade of E. block 92. concrete block walls shall not use the following (ABCE) parts unless practical and effective measures are taken. A. building below ground elevation B. The surface of block is often in the high temperature environment of more than 80 degrees C. high carbon dioxide environment Load-bearing wall of D. low rise building E. is often subjected to alternate wetting and drying environments The 93. ceiling project is made up of (ADE) parts. A. support part B. main keel C. sub keel D. base E. surface layer P87 94. the connection forms of high strength bolts are usually divided into (ABE). A. friction joint B. tensioning connection C. docking connection D.T sexual connection E. pressure link The main reason of solid slag inclusion in welding seam of 95. steel structure component is (AC). A. welding speed is too fast B. welding current is too large C. welding material quality is not good D. electrode and flux are not baked E. welding too large internal stress 96., the coil waterproof layer with heavy covering or base deformation of Jiaotong University, should be preferred (ABCE). A. paving method B. point sticking method C. strip method D. full adhesion method E. mechanical fixation The focus of the 97. wood curtain box installation is (ABDE). A. box width B. box bottom plate C. embedded parts D. curtain E. orbit 98. the deformation joint of the building ground engineering should be set according to the design requirements, and the requirements should be consistent with the requirements (AC). The expansion joint, settlement joint and shock proof joint of the A. building ground should be in accordance with the corresponding seam of the structure, and should be connected with the structural layers of the building ground. B. indoor ground cement concrete cushion should be set longitudinal contraction joint and transverse contraction joint, transverse contraction joint spacing shall not be greater than 6M, longitudinal contraction joint spacing shall not be greater than 12M C. to prevent the wood floor surface, linear expansion effect, the wooden grille should be padded nail slot and wall between the left 30mm. D. cement concrete apron joints should be set up, the meter spacing shall not be greater than 10M. The width of E. settlement joint and shock proof joint should comply with the design requirements. In order to ensure the free deformation, no flexible material should be placed in the joints. 99. before the installation of keel, according to the design requirements (ABD) handover inspection. A. clean room B. portal elevation C. embedded bolt D. ceiling pipe equipment and the elevation of its support E. axis size The installation method of 100. Ming keel ceiling panel is (ACE). A. shelving B. pasting method C. embedding method D. nail fixation method E. clamping method 32 branches of peach blossom outside. Flies and the sunset sky. Don't forget, future generations of division.