《建设工程项目管理》全书重点讲析(word版)

cqlon

< align=center 0cm 1.71? mso-char-indent-count: center; TEXT-ALIGN: 18pt; TEXT-INDENT: 0pt;><B normal?><FONT face="Times New Roman">2004</FONT></B><B normal?>年度全国一级建造师执业资格考试<o:p></o:p></B></P>
<P align=center 0cm 1.71? mso-char-indent-count: center; TEXT-ALIGN: 18pt; TEXT-INDENT: 0pt;><B normal?>房屋建筑工程管理与实务试题<o:p></o:p></B></P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><o:p><FONT face="Times New Roman"></FONT></o:p></P>
<P 0cm 1.71? mso-char-indent-count: 18pt; TEXT-INDENT: 0pt;><B normal?>一、单项选择<o:p></o:p></B></P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">1.</FONT>混凝土立方体标准抗压试件的边长为（<FONT face="Times New Roman"> D </FONT>）</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">A.70.7mm B.100mm C.200mm D.150mm</FONT></P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">2.</FONT>有一墙体为弹性方案，墙高<FONT face="Times New Roman">H=2.4m</FONT>，墙的截面为<FONT face="Times New Roman">800mmX400MM</FONT>，则该墙体的高厚壁为（<FONT face="Times New Roman"> C </FONT>）</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">A.3 B.8 C.6 D.4.5</FONT></P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">3.</FONT>混凝土立方体标准抗压强度标准值试验时要求的养护时间为（<FONT face="Times New Roman"> C </FONT>）</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">A.3d B.7d C.28d D.45d</FONT></P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">4.</FONT>民用住宅楼梯的坡度范围宜在（<FONT face="Times New Roman"> B </FONT>）之间。</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">A.10°-25° B.20°-45° C.40°-55° D.50°-65°</FONT></P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">5.</FONT>有一简支梁受力与支承情况如下图，则跨中最大弯矩为（<FONT face="Times New Roman"> A </FONT>）<FONT face="Times New Roman">KN</FONT>•<FONT face="Times New Roman">m</FONT></P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">P=5KN</FONT></P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">A C B</FONT></P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">3m 3m</FONT></P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">A.5 B.6 C.8 D.10</FONT></P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">6.</FONT>有一桁架受力及支承如下图，拉力为正，压力为负，则<FONT face="Times New Roman">AC</FONT>杆和<FONT face="Times New Roman">AB</FONT>杆的内力分别为（<FONT face="Times New Roman"> B </FONT>）</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">A</FONT>．－<FONT face="Times New Roman">1KN </FONT>，－１ＫＮ　　　　　　　　Ｂ．０，－１ＫＮ</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;>Ｃ．１ＫＮ，１ＫＮ　　　　　　　　　Ｄ．１ＫＮ，０</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">A B</FONT></P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">P=1KN </FONT></P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">a</FONT></P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">C D</FONT></P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">2a</FONT></P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">7.</FONT>砂浆流动性越大，说明砂浆（<FONT face="Times New Roman"> D </FONT>）</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">A.</FONT>保水性越好<FONT face="Times New Roman"> B.</FONT>强度越小<FONT face="Times New Roman"> C.</FONT>粘接力越强<FONT face="Times New Roman"> D.</FONT>稠度越大</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">8.</FONT>现浇钢筋混凝土楼盖施工中<FONT face="Times New Roman">,</FONT>梁的跨度为<FONT face="Times New Roman">6m</FONT>，板的跨度为<FONT face="Times New Roman">4m</FONT>，当设计无特别要求时，楼盖拆模时现场混凝土强度应大于等于（<FONT face="Times New Roman"> B </FONT>）设计强度。</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">A.50% B.75% C.90% D.100%</FONT></P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">9.</FONT>屋面女儿墙、变形缝等处的防水层泛水高度最小为（<FONT face="Times New Roman"> C </FONT>）</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">A.120mm B.200mm C.250mm D.300mm</FONT></P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">10.</FONT>无粘结预应力筋铺设时的正确方法是（<FONT face="Times New Roman"> B </FONT>）就位并固定牢靠。</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">A. </FONT>在非预应力筋安装前，按设计要求的形状位置</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">B. </FONT>在非预应力筋安装后，按设计要求的形状位置</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">C. </FONT>在非预应力筋安装同时，按设计要求的形状位置</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">D. </FONT>在标高位置从上向下</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">11.</FONT>经纬仪是由照准部、（<FONT face="Times New Roman"> D </FONT>）和基座三部分组成。</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">A.</FONT>数据记录<FONT face="Times New Roman"> B.</FONT>望远镜<FONT face="Times New Roman"> C.</FONT>支架<FONT face="Times New Roman"> D.</FONT>水平度盘</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">12.</FONT>当混凝土试件强度评定不合格时，可采用（<FONT face="Times New Roman"> C </FONT>）的检测方法，对结构构件中的混凝土强度进行测定，并作为处理的依据。</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">A.</FONT>现场同条件养护试件<FONT face="Times New Roman"> B.</FONT>按原配合比、原材料重做试件</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">C.</FONT>非破损或破损检测<FONT face="Times New Roman"> D.</FONT>混凝土试件材料配合比分析</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">13.</FONT>在多层及高层钢结构中，不用设置过梁的最大宽度为（<FONT face="Times New Roman"> B </FONT>）</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">A.300mm B.400mm C.500mm D.600mm</FONT></P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">14.</FONT>在多高层钢结构工程柱子安装时，每节柱的定位轴线应从（<FONT face="Times New Roman"> B </FONT>）</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">A. </FONT>柱子控制轴<FONT face="Times New Roman"> B.</FONT>地面控制轴线</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">C.</FONT>上层柱的轴线<FONT face="Times New Roman"> D.</FONT>下层柱的轴线</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><o:p><FONT face="Times New Roman"></FONT></o:p></P>
<P 0cm 1.71? mso-char-indent-count: 18pt; TEXT-INDENT: 0pt;><B normal?>二、多项选择题<o:p></o:p></B></P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">15.</FONT>砌体结构中影响墙、柱高厚比计算的因素有（<FONT face="Times New Roman">ABCD</FONT>）</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">A.</FONT>墙、柱计算高度<FONT face="Times New Roman"> B.</FONT>承重墙与非承重墙</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">C.</FONT>砂浆强度等级<FONT face="Times New Roman"> D.</FONT>有无门、窗洞口</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">E.</FONT>砌块强度等级</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">16.</FONT>房屋建筑工程中，常用的有机隔热材料有（<FONT face="Times New Roman">BCE</FONT>）</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">A.</FONT>加气混凝土<FONT face="Times New Roman"> B.</FONT>泡沫塑料<FONT face="Times New Roman"> C.</FONT>软木及软木板<FONT face="Times New Roman"> </FONT></P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">D.</FONT>石膏板<FONT face="Times New Roman"> E.</FONT>蜂窝板</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">17.</FONT>屋顶设计必须满足（<FONT face="Times New Roman">ABC</FONT>）等要求。</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">A.</FONT>坚固耐久<FONT face="Times New Roman"> B.</FONT>防水排水<FONT face="Times New Roman"> C.</FONT>保温隔热</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">D.</FONT>防止灰尘<FONT face="Times New Roman"> E.</FONT>供人休闲</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">18.</FONT>建筑物的耐火程度取决于建筑物的（<FONT face="Times New Roman">AE</FONT>）</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">A.</FONT>可燃烧性<FONT face="Times New Roman"> B.</FONT>屈服极限<FONT face="Times New Roman"> C.</FONT>闪点<FONT face="Times New Roman"> D.</FONT>强度极限<FONT face="Times New Roman"> E.</FONT>耐火极限</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">19.</FONT>在现浇普通钢筋混凝土楼盖时，控制裂缝的主要施工措施有（<FONT face="Times New Roman">ABDE</FONT>）</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">A.</FONT>使用减水剂控制混凝土，降低水灰比</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">B.</FONT>模板及其支撑必须具有足够的强度、饶度和稳定性，拆模时混凝土强度符合要求</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">C.</FONT>增加水泥用量，提高混凝土强度</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">D.</FONT>在初凝前对混凝土进行二次振捣和抹压</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">E.</FONT>及时对混凝土进行覆盖保湿养护</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">20.</FONT>砌体工程不得在（<FONT face="Times New Roman">ADE</FONT>）设置脚手眼。</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">A.120mm</FONT>厚墙，料石清水墙，独立柱</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">B.240mm</FONT>厚墙</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">C.</FONT>宽度为<FONT face="Times New Roman">2m</FONT>的窗间墙</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">D.</FONT>过梁上与过梁成<FONT face="Times New Roman">60</FONT>°角的三角形范围及过梁净跨度<FONT face="Times New Roman">1/2</FONT>的高度范围内</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">E..</FONT>梁或梁垫下及其左右<FONT face="Times New Roman">500mm</FONT>范围内</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">21.</FONT>钢结构一级、二级焊缝不得有（<FONT face="Times New Roman">ABCE</FONT>）等缺陷。</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">A.</FONT>表面气孔<FONT face="Times New Roman"> B.</FONT>夹渣<FONT face="Times New Roman"> C.</FONT>弧坑裂缝<FONT face="Times New Roman"> D.</FONT>焊道<FONT face="Times New Roman"> E.</FONT>电弧擦伤<FONT face="Times New Roman"> </FONT></P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><o:p><FONT face="Times New Roman"></FONT></o:p></P>

cqlon

< 0cm 1.71? mso-char-indent-count: 18pt; TEXT-INDENT: 0pt;><B normal?>三、案例分析<o:p></o:p></B></P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;><FONT face="Times New Roman">1</FONT>．<FONT face="Times New Roman"> </FONT>某建筑工程建筑面积<FONT face="Times New Roman">205000m3</FONT>，混凝土、现浇结构，筏板基础，地下<FONT face="Times New Roman">3</FONT>层，地上<FONT face="Times New Roman">12</FONT>层，基础埋深<FONT face="Times New Roman">12.4m</FONT>，该工程位于繁华市区施工场地狭小。</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;>工程所在地区地势北高南低，地下水流从北向南，施工单位的降水方案计划在基坑南边布置单排轻型井点。</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;>基坑开挖到设计标高后，施工单位和监理单位对基坑进行了验槽，并对基底进行了钎探，发现地基东南角有约<FONT face="Times New Roman">350m3</FONT>软土区，监理工程师随即指令施工单位进行换填处理。</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;>工程主体结构施工时，<FONT face="Times New Roman">2</FONT>层现浇钢筋混凝土阳台根部发生断裂，经检查发现是由于施工人员将受力主筋位置布置错误造成的，事故发生后，业主立即组织了质量大检查，发现一层大厅梁柱节点处有露筋，已绑扎完成的楼板钢筋位置与设计图纸不符，施工人员对钢筋绑扎规范要求不清楚；</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;>工程进入外墙面装修阶段后，施工单位按原设计完成了<FONT face="Times New Roman">965m3</FONT>的外墙贴面砖工作，业主认为原设计贴面砖与周边环境不协调，要求更换为大理石贴面，施工单位按业主要求进行了更换。</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;>问题：</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;>（<FONT face="Times New Roman">1</FONT>）该工程基坑开挖降水方案是否可行？说明理由。<FONT face="Times New Roman"> </FONT></P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;>答：不可行。单排轻型井点应布置在地下水位的上游一侧，即应该在基坑北边布置单排轻型井点。</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;>（<FONT face="Times New Roman">2</FONT>）施工单位和监理单位两家单位共同进行工程验槽的做法是否妥当？说明理由。</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;>答：不妥，工程验槽应由建设单位、监理单位、施工单位、勘查单位和设计单位五方共同进行。</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;>（<FONT face="Times New Roman">3</FONT>）发现基坑基底软土区后应按什么工作程序进行基坑处理？</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;>答：应按如下程序处理：<FONT face="Times New Roman">1</FONT>）建设单位应要求勘查单位对软土区进行地质勘查；<FONT face="Times New Roman">2</FONT>）建设单位应要求设计单位根据勘察结果对软土区地基做设计变更；<FONT face="Times New Roman">3</FONT>）建设单位或授权监理单位研究设计单位所提交的设计变更方案，并就设计变更实施后的费用与工期和施工单位达成一致后，由建设单位对设计变更做出决定；<FONT face="Times New Roman">4</FONT>）由总监理工程师签发工程变更单，指示承包单位按变更的决定组织地基处理。</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;>（<FONT face="Times New Roman">4</FONT>）工程质量事故和业主检查出的问题反映出施工单位质量管理中存在哪些主要问题？</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;>答：主要问题：<FONT face="Times New Roman">1</FONT>）施工单位现场钢筋工人员素质差；<FONT face="Times New Roman">2</FONT>）技术交底制度薄弱；<FONT face="Times New Roman">3</FONT>）没有严格执行按图施工；<FONT face="Times New Roman">4</FONT>）重要的分部分项工程保证质量施工措施考虑不周。</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;>（<FONT face="Times New Roman">5</FONT>）就该工程背景材料中所发生的情况而言，施工单位可索赔的内容有哪些？</P>
<P 0cm 1.71? mso-char-indent-count: TEXT-INDENT: 0pt; 17.95pt;>答：可索赔的内容：<FONT face="Times New Roman">1</FONT>）基坑基底软土区处理所需的费用与时间；）拆除外墙贴面砖并更换大理石贴面所需的费用与时间。</P>

cqlon

另加春节2[em01][em01][em01][em02][em02][em02][em02][em02]

cqlon

另加春节2[em01][em01][em01]

cqlon

<>找了好久，先看看</P>[em08][em08][em08][em08][em08][em08]

cqlon

<>找了好久，先看看</P>

wjkx2005

支持 强烈支持 ！！！！！[em02][em01][em03]

wjkx2005

支持 强烈支持 ！！！！！[em01][em01]

wjkx2005

支持 强烈支持 ！！！！！[em01][em01]

wjkx2005

好东西 一定要支持[em01]