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2022年上半年河北省初级维修木工考试题.pdf

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1、2017 年上半年河北省初级维修木工考试题本卷共分为 1 大题 50 小题，作答时间为180 分钟，总分 100 分，60分及格。一、单项选择题（共25 题，每题 2 分，每题的备选项中，只有1 个事最符合题意）1、建筑工程施工图一般按 _原理绘制的。A中心投影B平行斜投影C平行正投影D多点中心投影2、木工长刨制作刨梁钻孔中心十字线中的水平线确定：以刨身底面为基准，从上边棱向下留出 _mm，拖画出与刨底的平行线，为刨梁钻孔中心十字线的水平线。A2025 B1619 C1215 D58 3、木工榫眼枋料画线方法：枋料上的榫眼画线应先从榫眼多的主要枋料起墨。将枋料内面向上置于工作凳上，画出这一内面

2、的榫眼位置线和_。A水平线B对角线C平行线D齐头线4、在六节间豪式木屋架中，_构件的内力(接力或压力的绝对值)最大。A下弦杆中间B上弦杆脊处C上弦杆檐口处D下弦杆中间处5、以建筑物的钢筋混凝土墙体为承力主体，通过依附在已浇筑完成并具有初步强度的钢筋混凝土墙体上的爬升支架或大模板和已联接爬升支架与大模板的爬升设备，两者作相对运动，交替爬升，所完成其爬升、下降、就位、校正等施工过程，这种模板的施工方法叫做_。A大模板B滑升模板C爬升模板D提升模板6、根据 _的原理及相关参照物的资料，确定雌刻件的形状、大小尺寸、花样图式，编制测绘文件。A透视学B扩展学C对穿法D顶接法7、采用模板施工方式制作阳台时，

3、在立牵杆之前的工艺操作应是_。A安装侧板B铺挑平台C钉托木D放线8、按投射线对投影面是否垂直，轴测投影分为_。A正轴测投影、斜轴测投影B水平轴测投影、正轴测投影C中心轴测投影、正轴测投影D中心轴测投影9、投射线互相平行并且 _投影面的方法称之为斜投影法。A贯穿B相交C积聚D倾斜10、吊顶纸面石膏板自攻螺钉与纸面石膏板边距距纸面石膏板的边以_为宜。A1015mm B1020mm C20mm D510mm 11、门芯薄板的拼接操作中，要求板缝不透光不透风，并拼接牢固，最好采用 _。A正口接法B裁口接法C穿条接法D裁钉接法12、总图按各个行业的不同，各种产品种类不同而采用了大量的图例、符号及部件、零

4、件的 _。内容十分丰富。A组合B性能C用料D编号13、木结构连接的基本要求：构造简单_，有高度的紧密性，尽量采用韧性好的结合等。A传力明确B传力复杂C省时省力D费时费力14、一般楼梯踏步的高和宽之和为_mm。A350 B450 C550 D650 15、异形玻璃应在 _前安装。A门窗五金安装B外墙抹灰作业文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2

5、HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2

6、 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A

7、2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4

8、A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X

9、4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10

10、X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S1

11、0X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1C外脚手架拆除D内墙施涂最后一遍涂料16、具有计划任务书和总体设计，经济上实行独立核算，行政上具有独立组织形式的基本建设单位，如一个学校，一个工厂，这叫做_。A建设项目B单项工程C单位工程D分部工程17、吊装预制钢筋混凝土柱时，若绑扎点、基础杯中心两点共弧在以起重半径R为半径的绑扎点，并靠近基础杯口，这采用_安装。A单机吊装旋转法B单机单装滑行法C双机抬吊旋转法D

12、双机抬吊滑行法18、木工竹笔制作方法：笔端削扁成约_的斜面，纵向切许多细口，以便吸墨。A15B30C40D6519、木模板安装的检查项目：轴线位移、_、截面尺寸、每层垂直度、相邻两板表面高低差、表面平整度。A截面受剪面B标高C相邻两板表面平直D木模板间距20、角梁放样：角梁上表面长角长出短角的长度等于角梁料宽乘角梁_。A坡度系数B长度系数C坡度D高度21、吊顶安装双层纸面石膏板时，面层板与基层的接缝应错开，_在同一根龙骨上安装。A可以B不得C不宜D必须22、画剖面图时，在剖切线两端的同侧各画一段与它垂直的、表示观看方向的 _。A阳线B短粗线C折断线D点画线23、工程量计算书的内容除了相应的运算

13、外，还包括了定额和_等。A工程量名称B机械配件文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 H

14、X4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2

15、HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2

16、 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A

17、2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4

18、A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X

19、4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1C测量量具D材料24、在安

20、装梁模与平台模时，梁侧模上的托木高度位置，是由_所决定。A平台模板厚度B平台模搁栅高度C平台混凝土高度D平台模板厚度与平台模搁栅高度之和25、在采用 483.5 的钢管作模板工程的立柱时，应设水平拉杆双向拉固，拉杆在柱高方向的间距应不超过_m。A1.5 B1.8 C2.0 D2.4 二、多项选择题（共25 题，每题 2 分，每题的备选项中，有2 个或 2 个以上符合题意，至少有 1 个错项。错选，本题不得分；少选，所选的每个选项得0.5 分）1、对于同一种木材，以下强度中_强度为最大。A顺纹抗拉B顺纹抗压C顺纹抗剪D横纹抗压2、有些物体除了需要H、V、W 面的投影外，还要得到物体的 _的视图，

21、所以，再增设三个平行于H、V、W 面的新投影面 H1、V1、W1，经过观察后得到的视图为六面视图。A下方、前面或左侧B上方、立面或侧面C上方、顶面或侧面D下方、背面或右侧3、水电设备施工图主要有给排水平面图、_、详图。A系统图B立面图C双线图D流程图4、复杂榫接结构中，榫接构造的_：经有关部门审定，绘制出加工图纸，并制作实样、样板等物，以供批量的加工制作。A制作B交接C节点D定型5、木质地面的检查项目：板表面平整度、踢脚线上口平直、_。A压条接缝平整B相邻两板间距高低C板截面垂直D板面拼缝平直文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3

22、V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ

23、3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:C

24、J3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:

25、CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码

26、:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编

27、码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档

28、编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I16、圆作制品壁板料经砍削修斩后，用座刨进行刨削，刨削时应注意侧缝要平整光滑、无凹凸现象，两边_，符合要求，尖度脚要求准确无误。A错接缝B斜度对称C间隔交叉D垂直合缝7、采用清

29、水板条吊顶时，板条必须_。A三面刨光，断面规格一致B一面刨光，断面规格一致C一面刨光D断面规格一致8、钢筋混凝土结构旋转楼梯木模渐近法制作工艺中底板的铺设方法：先对底板进行加工，底板宜采用同一厚度的木板，为使底板和顺地扭曲，应用_厚木板。A20mm B30mm C40mm D50mm 9、玻璃幕墙的框架龙骨安装，是由下向上进行的，而玻璃安装则是_进行的。A同时B由上而下C龙骨安装好后再由上而下D龙骨安装部分后交叉安装10、已知 A、B 两点的标高为 4.200m 和 4.500m，在水准测量中，如 A 点水准尺读数为 d，则 B 点的读数为 _。A小于 d B大于 d Cd-300 Dd+30

30、0 11、预制装配线脚是指：线脚装饰部分_制作好，然后 _于相应的装饰杆件上。A同时，铺设榫接B单独预先，铺设榫接C整体同时，铺设黏结D单独预先，铺设黏结12、屋面板的铺定方向，一般应是_ A南坡从西向东，北坡由东向西B北坡从西向东，南坡由东向西C都为由西向东D都为由东向西13、榫头的厚度是根据榫眼的宽度确定的，半榫的长度为木料宽度的_。A1/2 B1/3 C1/5 D1/6 文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10

31、S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K1

32、0S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K

33、10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4

34、K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX

35、4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 H

36、X4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2

37、HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I114、采用凸圆或带槽木线脚的木家具，外露缝隙或界面交接部位进行装饰封边收口时，安装时 _结合。A嵌槽B竹梢C榫眼D钉胶15、_是属于深色名贵硬木种类。A应压木B软木C鸡翅木D原木16、木制品的配料一般包括算料、看料、_、锯料、堆放等几个工艺流程。A砍料B制作C画线D刨料17、木雕制品按其使用

38、功能或作用价值的具体表现不同，可分为纯木雕艺术品与实用_两大类。A节点部件B器具品C工程广告品D柱梁连接件18、结构施工图主要表示建筑物_的布置情况，构件的种类大小及做法等。A主体结构B装饰工程C梁板结构D承重结构19、当把 20mm 厚的屋面板钉于檩条上，应该采用长_ mm 的钉。A20 B30 C40 D60 20、月梁基本形杆件花样的设计，按建筑设计的规定，月梁采用整根杉木制成，梁两端部及 _进行花饰雕刻处理。A间隔不匀B点位左移C中间D错位交叉21、树皮、木质部和髓心为 _的主要组成部分。A晚材B心材C树木D宏观特征22、_模板由垫板、横楞、底板、侧板、端板、斜撑及下芯模和上芯模组成。

39、文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I

40、1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1

41、I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T

42、1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3

43、T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R

44、3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8

45、R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1A阳台B分隔墙C工字形柱D圈梁23、旋转楼梯扶手制作划线方法：在两个相邻

46、侧面刨直刨光成直角后，即可根据放样的数据分别进行内、外扶手的划线，划线时必须_都同时划上细线。A三个侧面B一平面和一侧面C四个侧面D二平面和一侧面24、38 系列轻钢龙骨适用于吊点距离_m 不上人吊顶。A0.60.9 B1.21.5 C0.91.2 D0.9以下25、柱模板的安装程序为 _。A放线，定位组装模板校正设箍设支撑B放线，定位组装模板设箍校正设支撑C放线，定位组装模板设箍设支撑校正D组装模板放线定位校正设箍设支撑文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文

47、档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1

48、文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I

49、1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1

50、I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T1I1文档编码:CJ3V5S10X4A2 HX4K10S2O10N9 ZE2N8R3T

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