A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Construction method of hollow thin-wall pier diaphragm plate
The invention discloses a construction method of a hollow thin-wall pier diaphragm plate, which comprises the following steps of: designing a cast-in-place bracket in advance according to a construction load borne by a prefabricated bottom die; binding and connecting the side wall main reinforcements with the bracket main reinforcements; pouring concrete to form an integral structure of the side wall of the pier column and the cast-in-place bracket; the prefabricated bottom die is hoisted to the cast-in-place bracket, the prefabricated bottom die is located below the position of the transverse partition plate, and the cast-in-place bracket supports the prefabricated bottom die; and taking the prefabricated bottom die as a bottom template, and pouring concrete at the position of the diaphragm plate to form the diaphragm plate. The construction method has the beneficial effects that a profile steel scaffold platform does not need to be erected on the diaphragm plate section concrete, the bracket and the prefabricated bottom die are adopted as a working platform, the diaphragm plate concrete and the pier body form a whole after being poured, and the diaphragm plate concrete does not need to be taken out.
本申请公开了一种空心薄壁墩横隔板的施工方法，包括如下步骤：提前根据预制底模承受的施工载荷，对现浇牛腿进行设计；将侧壁主筋与牛腿主筋绑扎连接；浇筑混凝土，以形成墩柱侧壁及现浇牛腿的整体结构；将预制底模吊装至现浇牛腿上，预制底模位于横隔板位置的下方，现浇牛腿对预制底模进行支撑；以预制底模作为底部模板，在横隔板位置浇筑混凝土，以形成横隔板。本申请的有益效果：横隔板段混凝土无需搭设型钢脚手架平台，采用牛腿、预制底模作为作业平台，在浇筑横隔板混凝土浇筑后与墩身成为一个整体，无需再取出。
Construction method of hollow thin-wall pier diaphragm plate
The invention discloses a construction method of a hollow thin-wall pier diaphragm plate, which comprises the following steps of: designing a cast-in-place bracket in advance according to a construction load borne by a prefabricated bottom die; binding and connecting the side wall main reinforcements with the bracket main reinforcements; pouring concrete to form an integral structure of the side wall of the pier column and the cast-in-place bracket; the prefabricated bottom die is hoisted to the cast-in-place bracket, the prefabricated bottom die is located below the position of the transverse partition plate, and the cast-in-place bracket supports the prefabricated bottom die; and taking the prefabricated bottom die as a bottom template, and pouring concrete at the position of the diaphragm plate to form the diaphragm plate. The construction method has the beneficial effects that a profile steel scaffold platform does not need to be erected on the diaphragm plate section concrete, the bracket and the prefabricated bottom die are adopted as a working platform, the diaphragm plate concrete and the pier body form a whole after being poured, and the diaphragm plate concrete does not need to be taken out.
本申请公开了一种空心薄壁墩横隔板的施工方法，包括如下步骤：提前根据预制底模承受的施工载荷，对现浇牛腿进行设计；将侧壁主筋与牛腿主筋绑扎连接；浇筑混凝土，以形成墩柱侧壁及现浇牛腿的整体结构；将预制底模吊装至现浇牛腿上，预制底模位于横隔板位置的下方，现浇牛腿对预制底模进行支撑；以预制底模作为底部模板，在横隔板位置浇筑混凝土，以形成横隔板。本申请的有益效果：横隔板段混凝土无需搭设型钢脚手架平台，采用牛腿、预制底模作为作业平台，在浇筑横隔板混凝土浇筑后与墩身成为一个整体，无需再取出。
Construction method of hollow thin-wall pier diaphragm plate
一种空心薄壁墩横隔板的施工方法
LI BO (author) / YANG YIFAN (author) / LIANG HONGYONG (author) / RAO XIAOQIANG (author) / WANG HONGBO (author) / LI KERU (author) / LIU YUANQIANG (author) / PENG CHANGLONG (author) / LIU HUA (author) / TANG KAICONG (author)
2024-09-06
Patent
Electronic Resource
Chinese
Superimposed structure for bridge hollow thin-wall pier diaphragm plate and construction method
| European Patent Office | 2023
| European Patent Office | 2020
Hollow pier diaphragm plate support and formwork external dismantling construction method
| European Patent Office | 2023