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Construction method of super-long bearing platform expansion joint
The invention discloses a construction method of a super-long bearing platform expansion joint. The construction method comprises the following steps that S1, surveying and lofting are conducted, specifically, a construction position and a size side line are obtained through surveying and lofting; s2, bottom waterproof construction is conducted, specifically, a formwork is installed, and sealant is poured; s3, a first-layer foam board is installed, specifically, the first-layer foam board is installed according to the expansion joint side line; s4, construction of a force transmission structure: mounting multiple layers of force transmission rods, and arranging a bracket; s5, a first-layer water stop belt is installed, specifically, the first-layer water stop belt is installed; s6, a second layer of foam board is installed, wherein the second layer of foam board is installed; s7, top waterproof construction is conducted, specifically, an angle steel assembly is arranged and sealed through sealant, and a second layer of water stop belt is installed; s8, concrete pouring construction is conducted, specifically, a formwork is installed, and concrete is poured; and S9, side waterproof construction is conducted. The structure has the advantages of water stop, seepage prevention and good telescopic effect, and the stability of the concrete structure of the bearing platform is enhanced.
本发明公开了一种超长承台伸缩缝的施工方法,包括以下步骤:S1:测量放样:测量放样出施工位置及尺寸边线;S2:底部防水施工:安装模板,灌注密封胶;S3:第一层泡沫板安装:按照伸缩缝边线安装第一层泡沫板;S4:传力结构施工:安装多层传力杆,设置支架;S5:第一层止水带安装:安装第一层止水带;S6:第二层泡沫板安装:安装第二层泡沫板;S7:顶部防水施工:设置角钢组合件并采用密封胶密封,安装第二层止水带;S8:混凝土浇筑施工:安装模板,灌注混凝土;S9:侧部防水施工。该发明具有止水防渗及伸缩效果好的优点,增强了承台混凝土结构的稳定性。
Construction method of super-long bearing platform expansion joint
The invention discloses a construction method of a super-long bearing platform expansion joint. The construction method comprises the following steps that S1, surveying and lofting are conducted, specifically, a construction position and a size side line are obtained through surveying and lofting; s2, bottom waterproof construction is conducted, specifically, a formwork is installed, and sealant is poured; s3, a first-layer foam board is installed, specifically, the first-layer foam board is installed according to the expansion joint side line; s4, construction of a force transmission structure: mounting multiple layers of force transmission rods, and arranging a bracket; s5, a first-layer water stop belt is installed, specifically, the first-layer water stop belt is installed; s6, a second layer of foam board is installed, wherein the second layer of foam board is installed; s7, top waterproof construction is conducted, specifically, an angle steel assembly is arranged and sealed through sealant, and a second layer of water stop belt is installed; s8, concrete pouring construction is conducted, specifically, a formwork is installed, and concrete is poured; and S9, side waterproof construction is conducted. The structure has the advantages of water stop, seepage prevention and good telescopic effect, and the stability of the concrete structure of the bearing platform is enhanced.
本发明公开了一种超长承台伸缩缝的施工方法,包括以下步骤:S1:测量放样:测量放样出施工位置及尺寸边线;S2:底部防水施工:安装模板,灌注密封胶;S3:第一层泡沫板安装:按照伸缩缝边线安装第一层泡沫板;S4:传力结构施工:安装多层传力杆,设置支架;S5:第一层止水带安装:安装第一层止水带;S6:第二层泡沫板安装:安装第二层泡沫板;S7:顶部防水施工:设置角钢组合件并采用密封胶密封,安装第二层止水带;S8:混凝土浇筑施工:安装模板,灌注混凝土;S9:侧部防水施工。该发明具有止水防渗及伸缩效果好的优点,增强了承台混凝土结构的稳定性。
Construction method of super-long bearing platform expansion joint
一种超长承台伸缩缝的施工方法
ZHU JIEBING (Autor:in) / WU YINGYE (Autor:in) / ZHANG ZHIHUI (Autor:in) / XING HAO (Autor:in) / ZHANG NING (Autor:in) / LI DONGHAI (Autor:in) / ZHANG BIN (Autor:in) / LYU MAOFENG (Autor:in) / XU WEN (Autor:in) / YIN QIJIA (Autor:in)
23.02.2024
Patent
Elektronische Ressource
Chinesisch
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