Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction method of short-limb masonry wall
The invention discloses a construction method of a short-limb masonry wall, and relates to the field of building construction. The construction method of the short-limb masonry wall comprises the following steps: setting out and positioning the masonry wall; constructional column reserved connecting ribs are arranged according to the height of the building blocks, so that at least two constructional column reserved connecting ribs are arranged at the two ends of an abutted seam between every two layers of building blocks respectively, and the two ends of each constructional column reserved connecting rib are anchored into the constructional column on one side and the abutted seam between the two layers of building blocks respectively; pouring a reverse ridge, a constructional column and a wall top ring beam; the top face of the reverse ridge is sequentially connected through cement mortar from bottom to top to obtain multiple layers of building blocks, the two ends of each layer of building blocks are connected with the constructional columns on the two sides through the cement mortar, at least two building block connecting ribs are arranged in an abutted seam between every two layers of building blocks, and each building block connecting rib is connected with two constructional column reserved connecting ribs; and a gap between the top of the building block on the topmost layer and the wall top ring beam is densely filled with polystyrene foam. According to the construction method of the short-limb masonry wall, the connecting strength of the building blocks and the constructional columns can be improved, and safety risks caused by falling of the building blocks are avoided.
一种短肢砌体墙的施工方法，涉及建筑施工领域。短肢砌体墙的施工方法是进行砌体墙放线定位；根据砌块高度设置构造柱预留连接筋，使每两层砌块之间拼缝的两端分别设置至少两根构造柱预留连接筋，构造柱预留连接筋两端分别锚入一侧构造柱和两层砌块之间拼缝；进行反坎、构造柱和墙顶圈梁的浇筑；在反坎的顶面从下至上使用水泥砂浆依次连接得到多层砌块，使每层砌块的两端分别与两侧构造柱通过水泥砂浆连接，并在每两层砌块之间拼缝内设置至少两根砌块连接筋，每根砌块连接筋均与两根构造柱预留连接筋连接；将最顶层的砌块顶部与墙顶圈梁之间的空隙用发泡胶填充密实。短肢砌体墙的施工方法能增加砌块和构造柱的连接强度，避免砌块脱落造成安全风险。
Construction method of short-limb masonry wall
The invention discloses a construction method of a short-limb masonry wall, and relates to the field of building construction. The construction method of the short-limb masonry wall comprises the following steps: setting out and positioning the masonry wall; constructional column reserved connecting ribs are arranged according to the height of the building blocks, so that at least two constructional column reserved connecting ribs are arranged at the two ends of an abutted seam between every two layers of building blocks respectively, and the two ends of each constructional column reserved connecting rib are anchored into the constructional column on one side and the abutted seam between the two layers of building blocks respectively; pouring a reverse ridge, a constructional column and a wall top ring beam; the top face of the reverse ridge is sequentially connected through cement mortar from bottom to top to obtain multiple layers of building blocks, the two ends of each layer of building blocks are connected with the constructional columns on the two sides through the cement mortar, at least two building block connecting ribs are arranged in an abutted seam between every two layers of building blocks, and each building block connecting rib is connected with two constructional column reserved connecting ribs; and a gap between the top of the building block on the topmost layer and the wall top ring beam is densely filled with polystyrene foam. According to the construction method of the short-limb masonry wall, the connecting strength of the building blocks and the constructional columns can be improved, and safety risks caused by falling of the building blocks are avoided.
一种短肢砌体墙的施工方法，涉及建筑施工领域。短肢砌体墙的施工方法是进行砌体墙放线定位；根据砌块高度设置构造柱预留连接筋，使每两层砌块之间拼缝的两端分别设置至少两根构造柱预留连接筋，构造柱预留连接筋两端分别锚入一侧构造柱和两层砌块之间拼缝；进行反坎、构造柱和墙顶圈梁的浇筑；在反坎的顶面从下至上使用水泥砂浆依次连接得到多层砌块，使每层砌块的两端分别与两侧构造柱通过水泥砂浆连接，并在每两层砌块之间拼缝内设置至少两根砌块连接筋，每根砌块连接筋均与两根构造柱预留连接筋连接；将最顶层的砌块顶部与墙顶圈梁之间的空隙用发泡胶填充密实。短肢砌体墙的施工方法能增加砌块和构造柱的连接强度，避免砌块脱落造成安全风险。
Construction method of short-limb masonry wall
一种短肢砌体墙的施工方法
SHU SHAOYUN (Autor:in) / GUO FENG (Autor:in) / WANG YU (Autor:in) / SONG JIAN (Autor:in) / HUANG ZHIHUI (Autor:in) / LIU WU (Autor:in) / WANG MING (Autor:in) / LI JIADA (Autor:in) / WENG JIE (Autor:in)
25.10.2022
Patent
Elektronische Ressource
Chinesisch
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