Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Masonry infilled wall applying compressive pre-stress and construction method of masonry infilled wall
The invention discloses a masonry infilled wall applying compressive pre-stress and a construction method thereof, and relates to an infilled wall and a construction method. A filling wall is built in a frame beam column, every two adjacent building blocks are arranged in a staggered joint mode, a plurality of steel wire ropes are transversely and longitudinally arranged in a crossed mode to form a steel wire net to be arranged in the filling wall, one end of each steel wire rope is fixed in the frame beam column to serve as a pre-buried end, and the other end of each steel wire rope is provided with a screw and screwed with a nut to serve as a pressing end to apply pre-compressive stress. The steel wire rope is arranged at the mortar joint. During construction, the embedded position is marked to fix the steel wire rope, the building blocks are built one by one from bottom to top, part of the steel wire rope needs to penetrate through the building blocks to be punched, and after building is completed and the strength of mortar reaches the stipulation, the nut is tightened to apply pre-compressive stress. A steel wire mesh is formed in the filling wall through steel wire rope arrangement, one end of the steel wire mesh is pre-buried in a frame beam column, the other end of the steel wire mesh is provided with a screw combined nut to apply pre-compressive stress, the anti-seismic performance and safety are enhanced, and good economical efficiency and applicability are achieved.
一种施加预压应力的砌体填充墙及其施工方法，涉及一种填充墙及施工方法。框架梁柱内部砌筑填充墙体，相邻两皮砌块错缝设置，多根钢丝绳横纵交叉排布成钢丝网设置在填充墙体内部，每根钢丝绳一端固定在框架梁柱内部作为预埋端，另一端设置螺杆并旋接螺母作为压紧端施加预压应力，钢丝绳布置在灰缝位置。施工时标记预埋位置固定钢丝绳，砌块由下向上逐皮砌筑，钢丝绳部分区域需要穿过的砌块进行打洞处理，砌筑完成且砂浆的强度达到规定后拧紧螺母施加预压应力。在填充墙体内部通过钢丝绳布置形成钢丝网，一端预埋在框架梁柱内，另一端设置螺杆联合螺母施加预压应力，增强抗震性能和安全性，具有良好的经济性和适用性。
Masonry infilled wall applying compressive pre-stress and construction method of masonry infilled wall
The invention discloses a masonry infilled wall applying compressive pre-stress and a construction method thereof, and relates to an infilled wall and a construction method. A filling wall is built in a frame beam column, every two adjacent building blocks are arranged in a staggered joint mode, a plurality of steel wire ropes are transversely and longitudinally arranged in a crossed mode to form a steel wire net to be arranged in the filling wall, one end of each steel wire rope is fixed in the frame beam column to serve as a pre-buried end, and the other end of each steel wire rope is provided with a screw and screwed with a nut to serve as a pressing end to apply pre-compressive stress. The steel wire rope is arranged at the mortar joint. During construction, the embedded position is marked to fix the steel wire rope, the building blocks are built one by one from bottom to top, part of the steel wire rope needs to penetrate through the building blocks to be punched, and after building is completed and the strength of mortar reaches the stipulation, the nut is tightened to apply pre-compressive stress. A steel wire mesh is formed in the filling wall through steel wire rope arrangement, one end of the steel wire mesh is pre-buried in a frame beam column, the other end of the steel wire mesh is provided with a screw combined nut to apply pre-compressive stress, the anti-seismic performance and safety are enhanced, and good economical efficiency and applicability are achieved.
一种施加预压应力的砌体填充墙及其施工方法，涉及一种填充墙及施工方法。框架梁柱内部砌筑填充墙体，相邻两皮砌块错缝设置，多根钢丝绳横纵交叉排布成钢丝网设置在填充墙体内部，每根钢丝绳一端固定在框架梁柱内部作为预埋端，另一端设置螺杆并旋接螺母作为压紧端施加预压应力，钢丝绳布置在灰缝位置。施工时标记预埋位置固定钢丝绳，砌块由下向上逐皮砌筑，钢丝绳部分区域需要穿过的砌块进行打洞处理，砌筑完成且砂浆的强度达到规定后拧紧螺母施加预压应力。在填充墙体内部通过钢丝绳布置形成钢丝网，一端预埋在框架梁柱内，另一端设置螺杆联合螺母施加预压应力，增强抗震性能和安全性，具有良好的经济性和适用性。
Masonry infilled wall applying compressive pre-stress and construction method of masonry infilled wall
一种施加预压应力的砌体填充墙及其施工方法
WU XIAOXUE (Autor:in) / KONG JINGCHANG (Autor:in) / XU MAOLIN (Autor:in) / WANG XIAOMIN (Autor:in)
13.01.2023
Patent
Elektronische Ressource
Chinesisch
Masonry infilled wall with reinforcing structure and masonry infilled wall reinforcing method
| Europäisches Patentamt | 2020
| Europäisches Patentamt | 2021
Assembled suspension wire construction device for infilled wall masonry
| Europäisches Patentamt | 2023
Masonry infilled wall accessory component and pouring method
| Europäisches Patentamt | 2024
Method for increasing construction speed of masonry structure infilled wall
| Europäisches Patentamt | 2022