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CONSTRUCTION METHOD FOR HIGH-DUCTILITY MASONRY WALL HAVING REINFORCED JOINT MORTAR LAYER

机译:钢筋混凝土砂浆层的高延性砌体墙的施工方法

摘要

A construction method for a high-ductility masonry wall having a reinforced joint mortar layer, comprising the following steps: 1. wetting in advance building blocks used for building a wall; 2. applying, according to the size of the cross section of the wall, high-performance joint mortar having a thickness of 3-5 mm to a first building block along the cross section of the wall; 3. laying a geogrid mesh or a steel wire mesh on the high-performance joint mortar, applying high-performance joint mortar having a thickness of 3-5 mm to the geogrid mesh or the steel wire mesh, and laying a second building block on the high-performance joint mortar layer; and 4. repeating steps 2 and 3 to complete wall building according to the design height of the masonry wall. The construction method can improve the stress performance of the entire masonry wall, enhance the ductility and integrity of the masonry wall, obstruct transfer paths of shear cracks, and improve the shear performance of the masonry wall, thus improving the seismic performance.
机译:具有增强的联合灰浆层的高延性砖石墙的施工方法,包括以下步骤:1.预先润湿用于建造墙的砌块; 2.根据墙体的横截面尺寸,沿墙体的横截面,将厚度为3-5mm的高性能接缝砂浆涂在第一建筑砌块上; 3.在高性能接缝砂浆上铺设土工格栅或钢丝网,在土工格栅或钢丝网上涂抹厚度为3-5 mm的高性能接缝砂浆,并在其上铺设第二个基块高性能接缝砂浆层; 4.根据砌筑墙的设计高度,重复步骤2和3以完成墙的建造。该施工方法可以提高整个砌体墙的受力性能,增强砌体墙的延性和完整性,阻碍剪切裂缝的传递路径,提高砌体墙的抗剪性能,从而提高抗震性能。

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