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1、2015年二建市政真题及答案一、单项选择题1、可用于高等级道路基层的是()A、二灰土B、级配碎石C、级配砾石D、二灰稳定粒料【参考答案】D【中大网校建造师考试网答案解析】本题考查的是常用无机结合料稳定基层的特性。二灰稳定粒料可用于高等级路面的基层与底基层。参加材料P15。2、水泥混凝土路面设施工时，不设置()A、模板B、传力杆C、(胀、提 )缝板D、预应力筋【参考答案】D【答案解析】本题考查的是水泥混凝土路面施工技术。普通混凝土路面的胀缝应设置胀缝补强钢筋支架、胀缝板和传力杆。参见教材P25。3、承重结构以受压为主的桥型是()A、梁式桥B、拱式桥C、悬索桥D、钢架桥【参考答案】B【答案解析】本
2、题考查的是城市桥梁结构组成和类型，拱桥的承重结构以受压为主，通常用抗压能力强的圬工材料和钢筋混凝土等来建造。参加教材P28.4、施工中钢筋接头受力状态不清的，应按()处理。A、受拉B、受压C、偏压 D、受剪【参考答案】A【答案解析】本题考查的是钢筋混凝土施工技术。施工中钢筋受力分不清受拉、受压的，按受拉办理。参见教材P30.5、采用悬臂浇筑法施工多跨预应力混凝土连续梁时，正确的浇筑顺序是()。文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5
3、O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A
4、2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:
5、CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 H
6、C5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB
7、5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编
8、码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4
9、 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10A、0 号块、主梁节段、边跨合拢段、中跨合拢段B、0 号块、主梁节段、中跨合拢段、边跨合拢段C、主梁节段、0 号块、边跨合拢段、中跨合拢段D、主梁节段、0 号块、中跨合拢段、边跨合拢段【参考答案】A【答案解析】本题考查的的现浇预应力(钢筋)混凝土连续梁施工技术。应当是先浇筑0号快，然后是墩顶梁端两则对称悬浇梁段，接着是边孔支架现浇梁段，最后是主梁跨中合拢段。参见教材P50。6、采用锁口管接头的地下连续墙的施工工序包括：开挖沟槽吊放钢筋笼下导管吊放接头管拔出接头管灌
10、注水下混凝土导墙施工。正确的地下连续墙施工顺序是()。A、B、C、D、【参考答案】D【答案解析】本题考查的是深基坑支护结构与变形控制。123 建造师修筑导墙之后应该是开挖沟槽，本题通过排除法即可得到答案。参见教材P70。7、单管高压喷射注浆法，喷射的介质为()。文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:
11、CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 H
12、C5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB
13、5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编
14、码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4
15、 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5
16、ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10A
17、、水泥浆液B、净水C、空气D、膨润土泥浆【参考答案】A【答案解析】本题考查的是地基加固处理方法。单管法，喷射高压水泥砂浆一种介质。参见教材 P78。9、关于小导管注浆加固技术的说法，错误的是()。A、小导管支护和超前加固必须配合钢拱架使用B、小导管安装位置应正确并具备足够的长度。C、小导管采用直径70180mm的无缝钢管文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4
18、 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5
19、ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文
20、档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5
21、V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M
22、5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A1
23、0文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7
24、N5V4 HC5O1O9N4M5 ZB5A2C4C2A10A、水泥浆液B、净水C、空气D、膨润土泥浆【参考答案】A【答案解析】本题考查的是地基加固处理方法。单管法，喷射高压水泥砂浆一种介质。参见教材 P78。9、关于小导管注浆加固技术的说法，错误的是()。A、小导管支护和超前加固必须配合钢拱架使用B、小导管安装位置应正确并具备足够的长度。C、小导管采用直径70180mm的无缝钢管文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M
25、5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A1
26、0文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7
27、N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N
28、4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2
29、A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1
30、K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O
31、9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10A、水泥浆液B、净水C、空气D、膨润土泥浆【参考答案】A【答案解析】本题考查的是地基加固处理方法。单管法，喷射高压水泥砂浆一种介质。参见教材 P78。9、关于小导管注浆加固技术的说法，错误的是()。A、小导管支护和超前加固必须配合钢拱架使用B、小导管安装位置应正确并具备足够的长度。C、小导管采用直径70180mm的无缝钢管文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2
32、A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1
33、K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O
34、9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4
35、C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3
36、M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O
37、1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2
38、C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10A、水泥浆液B、净水C、空气D、膨润土泥浆【参考答案】A【答案解析】本题考查的是地基加固处理方法。单管法，喷射高压水泥砂浆一种介质。参见教材 P78。9、关于小导管注浆加固技术的说法，错误的是()。A、小导管支护和超前加固必须配合钢拱架使用B、小导管安装位置应正确并具备足够的长度。C、小导管采用直径70180mm的无缝钢管文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3
39、M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O
40、1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2
41、C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:C
42、E3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC
43、5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5
44、A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码
45、:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10A、水泥浆液B、净水C、空气D、膨润土泥浆【参考答案】A【答案解析】本题考查的是地基加固处理方法。单管法，喷射高压水泥砂浆一种介质。参见教材 P78。9、关于小导管注浆加固技术的说法，错误的是()。A、小导管支护和超前加固必须配合钢拱架使用B、小导管安装位置应正确并具备足够的长度。C、小导管采用直径70180mm的无缝钢管文档编码:CE3M1K7N5V4 HC
46、5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5
47、A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码
48、:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4
49、HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 Z
50、B5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档编码:CE3M1K7N5V4 HC5O1O9N4M5 ZB5A2C4C2A10文档