Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Slurry leakage prevention construction method for concrete pouring of shear wall structure
The invention discloses a shear wall structure concrete pouring anti-slurry-leakage construction method, and belongs to the technical field of building construction.Formwork arrangement simulation is conducted in a preset form, an optimal method is found through discussion, sealing pieces are adopted for preventing slurry leakage when all formworks are arranged, various connection forms are adopted, and the construction efficiency is improved. According to the utility model, through the arrangement of the bottom sealing plate and the bottom sealing plate, the compaction effect of the joint position of each template is ensured, so that the phenomenon that the joint position of each template is not compact due to the uneven cutting surface is solved, and the common quality problems of slurry leakage, honeycomb surface and the like are effectively prevented; the gap between the bottom of the template and the floor base layer and the gap between the corners of each template are respectively sealed by using the angle steel and the bottom sealing plate; and corresponding filling sealing materials are supplemented into the reserved small spaces, the overall compaction effect is further improved, and the situation that in the traditional construction process, due to the fact that joints between the bottom of the formwork and the floor base layer are not tight, poured concrete overflows along chiseling gaps, and consequently roots are rotten can be effectively solved through the double sealing performance.
本发明公开了一种剪力墙结构混凝土浇筑防漏浆施工方法，属于建筑施工技术领域，本发明以预设的形式进行模板排布模拟，并经研讨找寻最优方法，且对于各模板排布时采用密封件预防漏浆，并以多样化连接形式，保障各模板接缝位置的密实效果，从而解决各模板接缝部位因凹凸不平的切割面而导致拼缝不密实的现象，有效防止漏浆、蜂窝面等质量通病，而利用角钢和底部封板分别密封模板底部与楼面基层间的空隙以及各模板转角间的空隙，并增补相应的填充密封材料到存留的细小空间中，进一步提高整体的密实效果，此时通过双重密封性能够有效解决传统施工过程中由于模板底部与楼面基层接缝不严，浇筑混凝土从沿凿毛缝隙溢出，而出现烂根的情况。
Slurry leakage prevention construction method for concrete pouring of shear wall structure
The invention discloses a shear wall structure concrete pouring anti-slurry-leakage construction method, and belongs to the technical field of building construction.Formwork arrangement simulation is conducted in a preset form, an optimal method is found through discussion, sealing pieces are adopted for preventing slurry leakage when all formworks are arranged, various connection forms are adopted, and the construction efficiency is improved. According to the utility model, through the arrangement of the bottom sealing plate and the bottom sealing plate, the compaction effect of the joint position of each template is ensured, so that the phenomenon that the joint position of each template is not compact due to the uneven cutting surface is solved, and the common quality problems of slurry leakage, honeycomb surface and the like are effectively prevented; the gap between the bottom of the template and the floor base layer and the gap between the corners of each template are respectively sealed by using the angle steel and the bottom sealing plate; and corresponding filling sealing materials are supplemented into the reserved small spaces, the overall compaction effect is further improved, and the situation that in the traditional construction process, due to the fact that joints between the bottom of the formwork and the floor base layer are not tight, poured concrete overflows along chiseling gaps, and consequently roots are rotten can be effectively solved through the double sealing performance.
本发明公开了一种剪力墙结构混凝土浇筑防漏浆施工方法，属于建筑施工技术领域，本发明以预设的形式进行模板排布模拟，并经研讨找寻最优方法，且对于各模板排布时采用密封件预防漏浆，并以多样化连接形式，保障各模板接缝位置的密实效果，从而解决各模板接缝部位因凹凸不平的切割面而导致拼缝不密实的现象，有效防止漏浆、蜂窝面等质量通病，而利用角钢和底部封板分别密封模板底部与楼面基层间的空隙以及各模板转角间的空隙，并增补相应的填充密封材料到存留的细小空间中，进一步提高整体的密实效果，此时通过双重密封性能够有效解决传统施工过程中由于模板底部与楼面基层接缝不严，浇筑混凝土从沿凿毛缝隙溢出，而出现烂根的情况。
Slurry leakage prevention construction method for concrete pouring of shear wall structure
一种剪力墙结构混凝土浇筑防漏浆施工方法
LIU WENHUI (Autor:in) / LIU ERYONG (Autor:in) / JIA YONGCHAO (Autor:in) / JI MAOSEN (Autor:in) / ZHANG LIMIN (Autor:in) / WANG HUI (Autor:in)
17.11.2023
Patent
Elektronische Ressource
Chinesisch
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