Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Method for reserving rubble retaining wall construction joint in building construction
Provided is a method for reserving a rubble retaining wall construction joint in building construction. The method includes the steps that waist-shaped rubble building blocks (5) are manufactured in advance for standby application, and a rubble retaining wall (1) is built firstly from the bottom face; when the first-built rubble retaining wall is built to be close to the construction joint (4), the lower half sections below the girdling positions of wedge-shaped rubble building blocks and the building blocks of the first-built rubble retaining wall are built into a whole in a staggered mode, and the upper half parts of the girdling rubble building blocks extend upwards; a first layer of mortar (3-1) is fully paved at the position of the construction joint; and when construction is continued, a second layer of mortar (3-2) is fully paved on the first layer of mortar again, then a post-built rubble retaining wall (2) is constructed, and the upper half parts of the waist-shaped rubble building blocks and the post-built rubble retaining wall are built into a whole in a staggered mode. According to the method for reserving the rubble retaining wall construction joint in building construction, the binding force of the first-built rubble retaining wall and the post-built rubble retaining wall is effectively enhanced, and the soil retaining capacity of the rubble retaining walls is remarkably enhanced.
建筑施工中毛石挡土墙施工缝的留设方法，预先制作束腰形毛石砌块(5)备用，从底面开始砌筑先砌毛石挡土墙(1)；先砌毛石挡土墙砌筑临近施工缝(4)时，将楔形毛石砌块的束腰位置以下的下半段与先砌毛石挡土墙的砌块交错砌筑为一体，束腰形毛石砌块的上半部向上伸出；在施工缝位置满铺第一层砂浆(3‑1)；继续施工时，在第一层砂浆上再次满铺第二层砂浆(3‑2)，然后施工后砌毛石挡土墙(2)，将束腰形毛石砌块的上半部与后砌毛石挡土墙交错砌筑为一体即可。本发明有效增强了先砌毛石挡土墙与后砌毛石挡土墙的拉结力，显著增强了毛石挡土墙的挡土能力。
Method for reserving rubble retaining wall construction joint in building construction
Provided is a method for reserving a rubble retaining wall construction joint in building construction. The method includes the steps that waist-shaped rubble building blocks (5) are manufactured in advance for standby application, and a rubble retaining wall (1) is built firstly from the bottom face; when the first-built rubble retaining wall is built to be close to the construction joint (4), the lower half sections below the girdling positions of wedge-shaped rubble building blocks and the building blocks of the first-built rubble retaining wall are built into a whole in a staggered mode, and the upper half parts of the girdling rubble building blocks extend upwards; a first layer of mortar (3-1) is fully paved at the position of the construction joint; and when construction is continued, a second layer of mortar (3-2) is fully paved on the first layer of mortar again, then a post-built rubble retaining wall (2) is constructed, and the upper half parts of the waist-shaped rubble building blocks and the post-built rubble retaining wall are built into a whole in a staggered mode. According to the method for reserving the rubble retaining wall construction joint in building construction, the binding force of the first-built rubble retaining wall and the post-built rubble retaining wall is effectively enhanced, and the soil retaining capacity of the rubble retaining walls is remarkably enhanced.
建筑施工中毛石挡土墙施工缝的留设方法，预先制作束腰形毛石砌块(5)备用，从底面开始砌筑先砌毛石挡土墙(1)；先砌毛石挡土墙砌筑临近施工缝(4)时，将楔形毛石砌块的束腰位置以下的下半段与先砌毛石挡土墙的砌块交错砌筑为一体，束腰形毛石砌块的上半部向上伸出；在施工缝位置满铺第一层砂浆(3‑1)；继续施工时，在第一层砂浆上再次满铺第二层砂浆(3‑2)，然后施工后砌毛石挡土墙(2)，将束腰形毛石砌块的上半部与后砌毛石挡土墙交错砌筑为一体即可。本发明有效增强了先砌毛石挡土墙与后砌毛石挡土墙的拉结力，显著增强了毛石挡土墙的挡土能力。
Method for reserving rubble retaining wall construction joint in building construction
建筑施工中毛石挡土墙施工缝的留设方法
LIU BAOLIN (Autor:in) / NA CHENG (Autor:in) / MA BINGQING (Autor:in) / ZHAO LIN (Autor:in) / XIAO BENFENG (Autor:in) / ZHANG ZHICONG (Autor:in) / DAI RONGHUI (Autor:in) / LI XINGWANG (Autor:in) / CAI CHANGYI (Autor:in) / CHEN YONGZHONG (Autor:in)
23.03.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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