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Prefabricated assembly type filled wallboard-frame structure with cooperative shock resistance and shock absorption and construction method
The invention relates to a prefabricated assembly type filled wallboard-frame structure with cooperative shock resistance and shock absorption and a construction method of the prefabricated assembly type filled wallboard-frame structure. The prefabricated assembly type filled wallboard-frame structure comprises a frame body, prefabricated assembly type filled wallboard sets, wallboard connecting pieces and disc spring assemblies. Compared with the prior art, the damping wallboard set has the advantages that prefabrication forming of the core assembly is achieved, and the mounting quality and efficiency are improved; the sliding damping layer between the wall bodies is arranged on the lower portion of the wall plate, and the influence on building water and electricity pipelines and building use functions is reduced; when an earthquake occurs, the anti-sliding energy dissipation device can slide to perform hysteretic energy dissipation after overcoming the maximum sliding force, so that relatively high lateral stiffness can be provided for the structure before sliding so as to limit interlayer deformation; after an earthquake, the disc spring assembly can provide certain restoring force due to compression, and residual displacement is reduced; two-way deformation cooperation of the prefabricated assembly type filling wall plate under the earthquake is achieved, and the wall body can still achieve the energy dissipation and shock absorption functions under the effect of in-plane and out-plane coupling loads.
本发明涉及抗减震协同的预制装配式填充墙板‑框架结构及其施工方法,包括框架主体、预制装配式填充墙板组、墙板连接件、碟簧组件。与现有技术方案相比,本发明的减震墙板组实现了核心组件的预制成型,提高了安装质量和效率;本发明将墙体间的滑动减震层设置于墙板下部,降低了对建筑水电管线和建筑使用功能的影响;地震时,本发明克服最大起滑力后才会发生滑动进行滞回耗能,因此滑动前能够为结构提供相对较高的抗侧刚度以限制层间变形;地震后,本发明中的碟簧组件由于被压缩可提供一定的恢复力,降低残余位移;本发明实现了预制装配式填充墙板在地震下的双向变形协同,使墙体在面内外耦合荷载作用下仍可实现耗能减震功能。
Prefabricated assembly type filled wallboard-frame structure with cooperative shock resistance and shock absorption and construction method
The invention relates to a prefabricated assembly type filled wallboard-frame structure with cooperative shock resistance and shock absorption and a construction method of the prefabricated assembly type filled wallboard-frame structure. The prefabricated assembly type filled wallboard-frame structure comprises a frame body, prefabricated assembly type filled wallboard sets, wallboard connecting pieces and disc spring assemblies. Compared with the prior art, the damping wallboard set has the advantages that prefabrication forming of the core assembly is achieved, and the mounting quality and efficiency are improved; the sliding damping layer between the wall bodies is arranged on the lower portion of the wall plate, and the influence on building water and electricity pipelines and building use functions is reduced; when an earthquake occurs, the anti-sliding energy dissipation device can slide to perform hysteretic energy dissipation after overcoming the maximum sliding force, so that relatively high lateral stiffness can be provided for the structure before sliding so as to limit interlayer deformation; after an earthquake, the disc spring assembly can provide certain restoring force due to compression, and residual displacement is reduced; two-way deformation cooperation of the prefabricated assembly type filling wall plate under the earthquake is achieved, and the wall body can still achieve the energy dissipation and shock absorption functions under the effect of in-plane and out-plane coupling loads.
本发明涉及抗减震协同的预制装配式填充墙板‑框架结构及其施工方法,包括框架主体、预制装配式填充墙板组、墙板连接件、碟簧组件。与现有技术方案相比,本发明的减震墙板组实现了核心组件的预制成型,提高了安装质量和效率;本发明将墙体间的滑动减震层设置于墙板下部,降低了对建筑水电管线和建筑使用功能的影响;地震时,本发明克服最大起滑力后才会发生滑动进行滞回耗能,因此滑动前能够为结构提供相对较高的抗侧刚度以限制层间变形;地震后,本发明中的碟簧组件由于被压缩可提供一定的恢复力,降低残余位移;本发明实现了预制装配式填充墙板在地震下的双向变形协同,使墙体在面内外耦合荷载作用下仍可实现耗能减震功能。
Prefabricated assembly type filled wallboard-frame structure with cooperative shock resistance and shock absorption and construction method
抗减震协同的预制装配式填充墙板-框架结构及施工方法
ZHAO JUNXIAN (Autor:in) / QIN HAO (Autor:in) / YAO XIANGKUN (Autor:in) / LUO ZHI (Autor:in) / JIANG KEZHU (Autor:in) / YUAN GUOHUI (Autor:in) / CHEN WEIJIE (Autor:in) / HAN WEI (Autor:in)
25.04.2023
Patent
Elektronische Ressource
Chinesisch
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