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Frame beam column and filler wall joint facade crack control and seepage prevention construction method
The invention relates to a frame beam column and infilled wall joint facade crack control and seepage prevention construction method, which belongs to the technical field of building construction, and comprises the following steps: S1, construction preparation: stacking materials such as waterproof paint and waterproof coiled materials used for construction at appointed positions to meet the requirements of a general construction plan; s2, a base layer is cleaned, wherein the base layer is cleaned after construction of the frame beam column and the filler wall is completed; s3, waterproof coating brushing, wherein cement-based permeable crystallization type powder and cement are stirred and blended through an electric stirrer, and a brush is adopted for applying back and forth forcibly within the range of 150 mm above and below nodes; in order to determine the accurate position of the waterproof roll on the base layer, a control line is bounded on the base layer, and the distance between the control line and the boundary of the frame beam column and the infilled wall is 150 mm; s5, pasting a waterproof coiled material; s6, a steel wire mesh is nailed and hung; s7, interface processing; and S8, exterior wall cement mortar is painted. The anti-cracking concrete has the effect of being good in anti-cracking effect.
本申请涉及一种框架梁柱与填充墙节点外立面控裂防渗施工方法,属于建筑施工的技术领域,其包括以下步骤:S1、施工准备:将施工所用的防水涂料、防水卷材等材料堆放在指定位置,符合施工总平面图的要求;S2、基层清理:框架梁柱与填充墙施工完成后对基层进行清理;S3、涂刷防水涂料:将水泥基渗透结晶型的粉料与水泥用电动搅拌机进行搅拌调和,采用毛刷在节点上下150mm范围内用力往返涂抹;S4、基层弹线:为了确定防水卷材在基层上的准确位置,在基层上弹控制线,控制线距离框架梁柱与填充墙分界线150mm;S5、粘贴防水卷材;S6、钉挂钢丝网;S7、界面处理;S8、粉刷外墙水泥砂浆。本申请具有抗裂效果较好的效果。
Frame beam column and filler wall joint facade crack control and seepage prevention construction method
The invention relates to a frame beam column and infilled wall joint facade crack control and seepage prevention construction method, which belongs to the technical field of building construction, and comprises the following steps: S1, construction preparation: stacking materials such as waterproof paint and waterproof coiled materials used for construction at appointed positions to meet the requirements of a general construction plan; s2, a base layer is cleaned, wherein the base layer is cleaned after construction of the frame beam column and the filler wall is completed; s3, waterproof coating brushing, wherein cement-based permeable crystallization type powder and cement are stirred and blended through an electric stirrer, and a brush is adopted for applying back and forth forcibly within the range of 150 mm above and below nodes; in order to determine the accurate position of the waterproof roll on the base layer, a control line is bounded on the base layer, and the distance between the control line and the boundary of the frame beam column and the infilled wall is 150 mm; s5, pasting a waterproof coiled material; s6, a steel wire mesh is nailed and hung; s7, interface processing; and S8, exterior wall cement mortar is painted. The anti-cracking concrete has the effect of being good in anti-cracking effect.
本申请涉及一种框架梁柱与填充墙节点外立面控裂防渗施工方法,属于建筑施工的技术领域,其包括以下步骤:S1、施工准备:将施工所用的防水涂料、防水卷材等材料堆放在指定位置,符合施工总平面图的要求;S2、基层清理:框架梁柱与填充墙施工完成后对基层进行清理;S3、涂刷防水涂料:将水泥基渗透结晶型的粉料与水泥用电动搅拌机进行搅拌调和,采用毛刷在节点上下150mm范围内用力往返涂抹;S4、基层弹线:为了确定防水卷材在基层上的准确位置,在基层上弹控制线,控制线距离框架梁柱与填充墙分界线150mm;S5、粘贴防水卷材;S6、钉挂钢丝网;S7、界面处理;S8、粉刷外墙水泥砂浆。本申请具有抗裂效果较好的效果。
Frame beam column and filler wall joint facade crack control and seepage prevention construction method
一种框架梁柱与填充墙节点外立面控裂防渗施工方法
QIN TAO (author) / ZHAO HONGJUN (author) / ZHANG ZHONG (author) / XU MING (author) / ZHANG JINGPENG (author)
2024-06-14
Patent
Electronic Resource
Chinese
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