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Novel formwork steel backing edge reinforcing construction method
The invention relates to the technical field of building construction, and discloses a novel formwork steel backing edge reinforcing construction method. The novel formwork steel back edge reinforcing construction method comprises the following steps that S1, pre-designing is conducted; s2; pre-testing is carried out; s3, pre-assembling is carried out; s4, hoisting construction; according to the construction method, before reinforcement construction of the formwork steel back arris is conducted, pre-design is conducted firstly, corresponding formwork steel back arris design is conducted according to different construction systems of a concrete pouring body, 3D model construction is conducted on the designed formwork steel back arris, and the formwork steel back arris is subjected to reinforcement construction; 3D model construction is substituted into ANSYS analysis software for pretesting of strength, tension, pulling force, static force and modality, so that the reworking phenomenon caused by unqualified parameters in the construction process of the template steel back arris is effectively avoided, the manual labor amount is reduced, potential safety hazards caused by the unqualified parameters can be avoided, the construction quality of the template steel back arris is guaranteed, and the construction period of the template steel back arris is shortened. Deviation is effectively controlled, and the detection yield of the structure entity is greatly improved.
本发明涉及建筑施工技术领域,且公开了一种新型模板钢背楞加固施工方法;本新型模板钢背楞加固施工方法包括以下步骤:S1:预设计;S2;预测试;S3:预组装;S4:吊装施工;S5:安全检测,本发明在进行模板钢背楞的加固施工前,首先经过预设计,根据混凝土浇注体的构建体系不同进行对应的模板钢背楞设计,并对设计出的模板钢背楞进行3D模型建设,将3D模型建设代入ANSYS分析软件进行强度、张力、拉力、静力以及模态的预测试,从而有效避免模板钢背楞施工过程中因参数不合格导致的返工现象,减少人工劳动量,且可避免因参数不合格导致的安全隐患,保证了模板钢背楞的施工质量,对偏差进行有效控制,大幅提升结构实体检测优良率。
Novel formwork steel backing edge reinforcing construction method
The invention relates to the technical field of building construction, and discloses a novel formwork steel backing edge reinforcing construction method. The novel formwork steel back edge reinforcing construction method comprises the following steps that S1, pre-designing is conducted; s2; pre-testing is carried out; s3, pre-assembling is carried out; s4, hoisting construction; according to the construction method, before reinforcement construction of the formwork steel back arris is conducted, pre-design is conducted firstly, corresponding formwork steel back arris design is conducted according to different construction systems of a concrete pouring body, 3D model construction is conducted on the designed formwork steel back arris, and the formwork steel back arris is subjected to reinforcement construction; 3D model construction is substituted into ANSYS analysis software for pretesting of strength, tension, pulling force, static force and modality, so that the reworking phenomenon caused by unqualified parameters in the construction process of the template steel back arris is effectively avoided, the manual labor amount is reduced, potential safety hazards caused by the unqualified parameters can be avoided, the construction quality of the template steel back arris is guaranteed, and the construction period of the template steel back arris is shortened. Deviation is effectively controlled, and the detection yield of the structure entity is greatly improved.
本发明涉及建筑施工技术领域,且公开了一种新型模板钢背楞加固施工方法;本新型模板钢背楞加固施工方法包括以下步骤:S1:预设计;S2;预测试;S3:预组装;S4:吊装施工;S5:安全检测,本发明在进行模板钢背楞的加固施工前,首先经过预设计,根据混凝土浇注体的构建体系不同进行对应的模板钢背楞设计,并对设计出的模板钢背楞进行3D模型建设,将3D模型建设代入ANSYS分析软件进行强度、张力、拉力、静力以及模态的预测试,从而有效避免模板钢背楞施工过程中因参数不合格导致的返工现象,减少人工劳动量,且可避免因参数不合格导致的安全隐患,保证了模板钢背楞的施工质量,对偏差进行有效控制,大幅提升结构实体检测优良率。
Novel formwork steel backing edge reinforcing construction method
一种新型模板钢背楞加固施工方法
YAO CHANGMING (author) / ZHANG YANG (author) / ZHOU XIAOSUO (author)
2022-07-15
Patent
Electronic Resource
Chinese
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