Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Structure and method for reinforcing low-strength concrete building and flowing mortar formula
The invention relates to a structure and method for reinforcing a low-strength concrete building and a flowing mortar formula, the low-strength concrete building comprises two original low-strength concrete beams and an original low-strength concrete slab, the two original low-strength concrete beams are arranged on the two sides of the bottom of the original low-strength concrete slab, and the two original low-strength concrete beams are arranged on the two sides of the bottom of the original low-strength concrete slab. Preformed seam allowance type L-shaped plates are arranged on the inner sides of the two original low-strength concrete beams, the two wall faces of the inner sides of the preformed seam allowance type L-shaped plates correspond to the bottoms and the inner side walls of the original low-strength concrete beams respectively, and gaps are reserved between the preformed seam allowance type L-shaped plates and the original low-strength concrete beams. A prefabricated spigot type concrete top plate is erected on the tops of the two prefabricated spigot type L-shaped plates, and a gap is reserved between the prefabricated spigot type concrete top plate and the original low-strength concrete plate. The gap is filled with flowing mortar; the bearing capacity of the structure can be remarkably improved while the requirement of not changing the outer vertical face is met, and the original style and appearance of a building are reserved to the maximum extent.
本发明涉及一种加固低强度混凝土建筑的结构、方法及流淌砂浆配方，低强度混凝土建筑包括原低强度混凝土梁和原低强度混凝土板，原低强度混凝土梁有两个，两个原低强度混凝土梁设置于原低强度混凝土板底部两侧，两个所述原低强度混凝土梁内侧设置有预制止口式L形板，预制止口式L形板的内侧两壁面分别对应原低强度混凝土梁的底部和内侧壁，预制止口式L形板和原低强度混凝土梁间留有间隙；两个预制止口式L形板顶部架设有预制止口式混凝土顶板，预制止口式混凝土顶板和原低强度混凝土板之间留有间隙；所述间隙通过流淌砂浆填充；能够在达到不改变外立面要求的同时，显著提高结构的承载能力，并对建筑的原有风貌实现了最大化的保留。
Structure and method for reinforcing low-strength concrete building and flowing mortar formula
The invention relates to a structure and method for reinforcing a low-strength concrete building and a flowing mortar formula, the low-strength concrete building comprises two original low-strength concrete beams and an original low-strength concrete slab, the two original low-strength concrete beams are arranged on the two sides of the bottom of the original low-strength concrete slab, and the two original low-strength concrete beams are arranged on the two sides of the bottom of the original low-strength concrete slab. Preformed seam allowance type L-shaped plates are arranged on the inner sides of the two original low-strength concrete beams, the two wall faces of the inner sides of the preformed seam allowance type L-shaped plates correspond to the bottoms and the inner side walls of the original low-strength concrete beams respectively, and gaps are reserved between the preformed seam allowance type L-shaped plates and the original low-strength concrete beams. A prefabricated spigot type concrete top plate is erected on the tops of the two prefabricated spigot type L-shaped plates, and a gap is reserved between the prefabricated spigot type concrete top plate and the original low-strength concrete plate. The gap is filled with flowing mortar; the bearing capacity of the structure can be remarkably improved while the requirement of not changing the outer vertical face is met, and the original style and appearance of a building are reserved to the maximum extent.
本发明涉及一种加固低强度混凝土建筑的结构、方法及流淌砂浆配方，低强度混凝土建筑包括原低强度混凝土梁和原低强度混凝土板，原低强度混凝土梁有两个，两个原低强度混凝土梁设置于原低强度混凝土板底部两侧，两个所述原低强度混凝土梁内侧设置有预制止口式L形板，预制止口式L形板的内侧两壁面分别对应原低强度混凝土梁的底部和内侧壁，预制止口式L形板和原低强度混凝土梁间留有间隙；两个预制止口式L形板顶部架设有预制止口式混凝土顶板，预制止口式混凝土顶板和原低强度混凝土板之间留有间隙；所述间隙通过流淌砂浆填充；能够在达到不改变外立面要求的同时，显著提高结构的承载能力，并对建筑的原有风貌实现了最大化的保留。
Structure and method for reinforcing low-strength concrete building and flowing mortar formula
一种加固低强度混凝土建筑的结构、方法及流淌砂浆配方
CHEN LIANG (Autor:in) / WANG YAO (Autor:in) / SHEN SHENG (Autor:in) / JIANG SHAOFEI (Autor:in) / FU XUFENG (Autor:in) / WANG MING (Autor:in)
21.11.2023
Patent
Elektronische Ressource
Chinesisch
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