Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction method for overload bearing upper-layer structure of lower-layer structure
The invention relates to a construction method for an overload bearing upper-layer structure of a lower-layer structure. The construction method comprises the following steps of constructing a lower-layer beam plate support frame, correspondingly performing beam bottom densification according to the position of an upper-layer girder, finishing casting molding of a lower-layer floor plate, constructing an upper-layer beam plate support frame, and performing upper-layer beam plate pouring construction based on free from disassembling the lower-layer beam plate support frame. According to the structure, when a lower-layer beam plate support frame is erected, the structure needs to be arranged by referring to the support frame arrangement form of an upper-layer heavy structure, the situation that no effective vertical rod bears loads is prevented, and when relative effective supporting exists, a balance beam is used for balancing the loads to be transmitted to the lower layer from the upper layer and then transmitted to the ground from the lower layer, so that construction with upper-layer load larger than lower-layer strength can be performed smoothly.
本发明涉及一种用于下层结构超荷承受上层结构的施工方法，搭建下层的梁板支撑架，同时按照上层的大梁所在位置对应进行梁底加密，完成下层楼面板的浇注成型，搭建上层的梁板支撑架，在不拆除下层梁板支撑架的基础上，进行上层梁板的浇筑施工；本发明通过该结构在下层梁板支撑架搭设时，要参考上层较重结构的支撑架布置形式来布置，防止出现无有效立杆承受荷载的情况，在有相对有效支撑时，再利用平衡梁来平衡荷载从上层传递到下层再从下层传递到地面；从而实现上层载荷大于下层强度的施工顺利进行。
Construction method for overload bearing upper-layer structure of lower-layer structure
The invention relates to a construction method for an overload bearing upper-layer structure of a lower-layer structure. The construction method comprises the following steps of constructing a lower-layer beam plate support frame, correspondingly performing beam bottom densification according to the position of an upper-layer girder, finishing casting molding of a lower-layer floor plate, constructing an upper-layer beam plate support frame, and performing upper-layer beam plate pouring construction based on free from disassembling the lower-layer beam plate support frame. According to the structure, when a lower-layer beam plate support frame is erected, the structure needs to be arranged by referring to the support frame arrangement form of an upper-layer heavy structure, the situation that no effective vertical rod bears loads is prevented, and when relative effective supporting exists, a balance beam is used for balancing the loads to be transmitted to the lower layer from the upper layer and then transmitted to the ground from the lower layer, so that construction with upper-layer load larger than lower-layer strength can be performed smoothly.
本发明涉及一种用于下层结构超荷承受上层结构的施工方法，搭建下层的梁板支撑架，同时按照上层的大梁所在位置对应进行梁底加密，完成下层楼面板的浇注成型，搭建上层的梁板支撑架，在不拆除下层梁板支撑架的基础上，进行上层梁板的浇筑施工；本发明通过该结构在下层梁板支撑架搭设时，要参考上层较重结构的支撑架布置形式来布置，防止出现无有效立杆承受荷载的情况，在有相对有效支撑时，再利用平衡梁来平衡荷载从上层传递到下层再从下层传递到地面；从而实现上层载荷大于下层强度的施工顺利进行。
Construction method for overload bearing upper-layer structure of lower-layer structure
一种用于下层结构超荷承受上层结构的施工方法
ZHAO XIAOLEI (Autor:in)
03.11.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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