Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Inverted first grouting sleeve grouting fabricated component construction process
The invention relates to the technical field of grouting sleeves, in particular to an inverted first grouting sleeve grouting assembly type component construction process which comprises the following steps: S1, prefabricating a grouting cylinder: prefabricating the grouting cylinder with a proper size according to construction requirements; s2, mounting and fixing a grouting cylinder; the grouting cylinder is connected with the lower reinforcing steel bar; s3, mounting a structural plate; s4, battens are fixed, specifically, the grouting area is surrounded by the battens; s5, hoisting the components; s6, grouting is conducted in the grouting cylinder; s7, the upper reinforcing steel bars are inserted into the grouting cylinders; s8, an upper-layer wall body is poured; and S9, after the slurry is solidified, the batten is dismantled. The construction method has the effects that the possibility that grouting is not full during construction is reduced, and the stability and strength of the whole structure are improved.
本申请涉及灌浆套筒技术领域，尤其是涉及一种倒置式先灌浆套筒灌浆装配式构件施工工艺，其包括以下步骤：S1、预制灌浆筒：根据施工需求，预制合适尺寸的灌浆筒；S2、安装固定灌浆筒；将灌浆筒与下部钢筋连接；S3、安装结构板；S4、固定木方：利用木方将灌浆区域围护起来；S5、吊装构件；S6、向灌浆筒内注浆；S7、将上部钢筋插入到灌浆筒内；S8、浇筑上层墙体；S9、待浆料凝固后，拆除木方。本申请具有降低施工时出现注浆不饱满的可能性，以提高整体结构的稳定性和强度的效果。
Inverted first grouting sleeve grouting fabricated component construction process
The invention relates to the technical field of grouting sleeves, in particular to an inverted first grouting sleeve grouting assembly type component construction process which comprises the following steps: S1, prefabricating a grouting cylinder: prefabricating the grouting cylinder with a proper size according to construction requirements; s2, mounting and fixing a grouting cylinder; the grouting cylinder is connected with the lower reinforcing steel bar; s3, mounting a structural plate; s4, battens are fixed, specifically, the grouting area is surrounded by the battens; s5, hoisting the components; s6, grouting is conducted in the grouting cylinder; s7, the upper reinforcing steel bars are inserted into the grouting cylinders; s8, an upper-layer wall body is poured; and S9, after the slurry is solidified, the batten is dismantled. The construction method has the effects that the possibility that grouting is not full during construction is reduced, and the stability and strength of the whole structure are improved.
本申请涉及灌浆套筒技术领域，尤其是涉及一种倒置式先灌浆套筒灌浆装配式构件施工工艺，其包括以下步骤：S1、预制灌浆筒：根据施工需求，预制合适尺寸的灌浆筒；S2、安装固定灌浆筒；将灌浆筒与下部钢筋连接；S3、安装结构板；S4、固定木方：利用木方将灌浆区域围护起来；S5、吊装构件；S6、向灌浆筒内注浆；S7、将上部钢筋插入到灌浆筒内；S8、浇筑上层墙体；S9、待浆料凝固后，拆除木方。本申请具有降低施工时出现注浆不饱满的可能性，以提高整体结构的稳定性和强度的效果。
Inverted first grouting sleeve grouting fabricated component construction process
一种倒置式先灌浆套筒灌浆装配式构件施工工艺
LIU SHENGYUAN (Autor:in) / WANG CHONG (Autor:in) / WEN JIANXIONG (Autor:in) / WANG RONGGANG (Autor:in) / HE LYUFENG (Autor:in) / MA YAO (Autor:in) / WU JINGXU (Autor:in) / YUAN LE (Autor:in) / ZHANG XINYUE (Autor:in) / SUN YANBO (Autor:in)
05.12.2023
Patent
Elektronische Ressource
Chinesisch
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