Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Ribbed beam and construction method thereof
The invention provides a construction method of a dense rib beam, which comprises the following steps of: S1, popping up an axis on a raft plate, respectively marking column caps, columns and frame beam side lines on the raft plate, and after an all-round scaffold is erected and column caps and beam bottom templates are laid, leading the column caps, the columns and the frame beam side lines on the templates; s2, the formwork arrangement diagram is arranged on a main keel of an all-round scaffold, rib beam lines are accurately released according to the beam axis, and formworks are arranged in a column grid from the middle to the two ends; s3, after the formwork is placed, a jacking is adjusted to enable the horizontal error of the formwork to be smaller than 5 mm, and arching is conducted according to the jacking; s4, performing seam filling, seam plugging and separant brushing treatment; s5, binding frame beams, rib beams and plate surface bottom row steel bars, pre-burying water and electricity, binding plate surface upper row steel bars, and checking and accepting; s6, concrete pouring; and S7, dismantling. The method is good in effect.
本发明提供了一种密肋梁的施工方法，所述方法包括：S1.在筏板上弹出轴线，分别将柱帽、柱、框架梁边线标注在筏板上做好记号，待满堂脚手架搭设完成，铺设完柱帽、梁底模板后引致模板上；S2.将模壳排布图在满堂脚手架的主龙骨上，并根据梁轴线准确放出肋梁线，一个柱网格内由中间向两端排放模壳；S3.放置好模壳后，调节顶托使模壳的水平误差小于5mm,并根据起拱；S4.进行塞缝、堵缝以及涂刷隔离剂处理；S5.绑扎框架梁、肋梁及板面底排钢筋后水电预埋，完成板面上排钢筋绑扎后进行验收；S6.混凝土浇筑；S7.拆除。本发明的效果好。
Ribbed beam and construction method thereof
The invention provides a construction method of a dense rib beam, which comprises the following steps of: S1, popping up an axis on a raft plate, respectively marking column caps, columns and frame beam side lines on the raft plate, and after an all-round scaffold is erected and column caps and beam bottom templates are laid, leading the column caps, the columns and the frame beam side lines on the templates; s2, the formwork arrangement diagram is arranged on a main keel of an all-round scaffold, rib beam lines are accurately released according to the beam axis, and formworks are arranged in a column grid from the middle to the two ends; s3, after the formwork is placed, a jacking is adjusted to enable the horizontal error of the formwork to be smaller than 5 mm, and arching is conducted according to the jacking; s4, performing seam filling, seam plugging and separant brushing treatment; s5, binding frame beams, rib beams and plate surface bottom row steel bars, pre-burying water and electricity, binding plate surface upper row steel bars, and checking and accepting; s6, concrete pouring; and S7, dismantling. The method is good in effect.
本发明提供了一种密肋梁的施工方法，所述方法包括：S1.在筏板上弹出轴线，分别将柱帽、柱、框架梁边线标注在筏板上做好记号，待满堂脚手架搭设完成，铺设完柱帽、梁底模板后引致模板上；S2.将模壳排布图在满堂脚手架的主龙骨上，并根据梁轴线准确放出肋梁线，一个柱网格内由中间向两端排放模壳；S3.放置好模壳后，调节顶托使模壳的水平误差小于5mm,并根据起拱；S4.进行塞缝、堵缝以及涂刷隔离剂处理；S5.绑扎框架梁、肋梁及板面底排钢筋后水电预埋，完成板面上排钢筋绑扎后进行验收；S6.混凝土浇筑；S7.拆除。本发明的效果好。
Ribbed beam and construction method thereof
一种密肋梁及其施工方法
DUAN LIUJIE (Autor:in) / DING JIE (Autor:in) / GAN DONGQING (Autor:in) / ZHANG BIN (Autor:in) / WANG HAIYU (Autor:in)
27.12.2022
Patent
Elektronische Ressource
Chinesisch
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