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A platform for research: civil engineering, architecture and urbanism
Grouting masonry wall structure and masonry method thereof
The invention discloses a grouting masonry wall structure and a masonry method thereof. The masonry method specifically comprises the following steps that S1, surveying and setting out are conducted, and the position of a wall body is positioned; s2, a platform formwork is installed according to the surveying and setting-out result; s3, a cast-in-place platform is poured, and leveling and maintenance are conducted; s4, grouting building blocks are placed to form a building block wall; s5, end grouting building block plugging is carried out; s6, an adhesive is injected from the second grouting seam; s7, the overflowed adhesive is cleaned; s8, a top formwork is erected and blocked, an adhesive is injected into a space defined by the top formwork and the cast-in-place concrete beam after blocking is completed, and a top adhesive layer is formed; s9, after the top adhesive layer is solidified and cured, the top formwork is dismantled; according to the method, one-time grouting can be conducted after all the grouting building blocks are placed, and the method has the advantages of rigid supporting and one-time grouting completion in the later period, so that the method is not affected by the reserved masonry settling period in a traditional masonry technology any more, the construction period is shortened, and the construction efficiency is improved.
本发明公开了一种灌浆砌体墙结构及其砌筑方法，砌筑方法具体包括以下步骤：S1：测量放线，定位墙体位置；S2：根据据测量放线结果，安装地台模板；S3：浇筑现浇地台，并进行找平和养护；S4：摆放灌浆砌块形成砌块墙体；S5：端头灌浆砌块封堵；S6：从第二灌浆缝注入粘接剂；S7：溢出粘接剂清理；S8：支设顶部模板并封堵，封堵完成向顶部模板和现浇混凝土梁围成的空间内注入粘接剂，形成顶部粘接剂层；S9：顶部粘接剂层凝固并养护完成后拆除顶部模板；本发明可在所有灌浆砌块摆放完成后一次性注浆，具有刚性支撑及后期一次性完成注浆的优点，使之不再受到传统砌筑工艺中的预留砌体沉降期的影响，从而节约了工期，提高了施工效率。
Grouting masonry wall structure and masonry method thereof
The invention discloses a grouting masonry wall structure and a masonry method thereof. The masonry method specifically comprises the following steps that S1, surveying and setting out are conducted, and the position of a wall body is positioned; s2, a platform formwork is installed according to the surveying and setting-out result; s3, a cast-in-place platform is poured, and leveling and maintenance are conducted; s4, grouting building blocks are placed to form a building block wall; s5, end grouting building block plugging is carried out; s6, an adhesive is injected from the second grouting seam; s7, the overflowed adhesive is cleaned; s8, a top formwork is erected and blocked, an adhesive is injected into a space defined by the top formwork and the cast-in-place concrete beam after blocking is completed, and a top adhesive layer is formed; s9, after the top adhesive layer is solidified and cured, the top formwork is dismantled; according to the method, one-time grouting can be conducted after all the grouting building blocks are placed, and the method has the advantages of rigid supporting and one-time grouting completion in the later period, so that the method is not affected by the reserved masonry settling period in a traditional masonry technology any more, the construction period is shortened, and the construction efficiency is improved.
本发明公开了一种灌浆砌体墙结构及其砌筑方法，砌筑方法具体包括以下步骤：S1：测量放线，定位墙体位置；S2：根据据测量放线结果，安装地台模板；S3：浇筑现浇地台，并进行找平和养护；S4：摆放灌浆砌块形成砌块墙体；S5：端头灌浆砌块封堵；S6：从第二灌浆缝注入粘接剂；S7：溢出粘接剂清理；S8：支设顶部模板并封堵，封堵完成向顶部模板和现浇混凝土梁围成的空间内注入粘接剂，形成顶部粘接剂层；S9：顶部粘接剂层凝固并养护完成后拆除顶部模板；本发明可在所有灌浆砌块摆放完成后一次性注浆，具有刚性支撑及后期一次性完成注浆的优点，使之不再受到传统砌筑工艺中的预留砌体沉降期的影响，从而节约了工期，提高了施工效率。
Grouting masonry wall structure and masonry method thereof
一种灌浆砌体墙结构及其砌筑方法
ZHANG YI (author) / HU FEIFAN (author) / CAI ZHIGANG (author) / ZHANG HUI (author)
2023-09-15
Patent
Electronic Resource
Chinese
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