A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Lattice pier assembly type stiff framework straining beam and construction method
The invention discloses a lattice pier assembly type stiff skeleton straining beam and a construction method, the straining beam is designed into a stiff skeleton encased concrete structure, the stiff skeleton adopts H-shaped steel to replace main reinforcing steel bars, and the reinforcing steel bars of the straining beam, a template and a bracket are processed into a whole in an assembly field; the movable pull rod is positioned on the H-shaped steel stiff framework to form the assembly type straining beam; and when the lattice pier is constructed to the straining beam, the lattice pier passes through the hoisting point on the H-shaped steel. The invention has the following advantages: (1) the straining beam adopts a fabricated stiff skeleton straining beam encased concrete structure, a large amount of high-altitude operation is changed into ground operation, the risk of high-altitude operation is reduced, the process is simple, the operation period is short, and the overall construction progress of the lattice pier is greatly improved; (2) the fabricated stiff skeleton straining beam can be adjusted according to the actual site construction condition to be synchronously or asynchronously constructed with the lattice pier column, so that the lattice pier construction is more flexible and efficient; and (3) the assembly type stiff skeleton straining beam is simple in structure, convenient to manufacture, reusable and low in cost.
本发明公开了一种格构墩装配式劲性骨架系梁以及施工方法，将系梁设计为劲性骨架外包混凝土结构，劲性骨架采用H型钢代替主要钢筋，在拼装场将系梁的钢筋、模板、支架加工成一个整体，并通过活动式拉杆定位在H型钢劲性骨架上形成装配式系梁；当格构墩施工至系梁处，通过H型钢上的起吊点。本发明具有如下优点：（1）系梁采用装配式劲性骨架系梁外包混凝土结构，将大量的高空作业变为地面作业，减少了高空作业的风险，且工序简单，作业周期短，大大地提高了格构墩的总体施工进度；（2）装配式劲性骨架系梁可根据现场实际施工情况调整与格构墩柱同步或异步施工，使格构墩施工更加灵活高效；（3）装配式劲性骨架系梁结构简单、制作方便、可重复使用、成本低。
Lattice pier assembly type stiff framework straining beam and construction method
The invention discloses a lattice pier assembly type stiff skeleton straining beam and a construction method, the straining beam is designed into a stiff skeleton encased concrete structure, the stiff skeleton adopts H-shaped steel to replace main reinforcing steel bars, and the reinforcing steel bars of the straining beam, a template and a bracket are processed into a whole in an assembly field; the movable pull rod is positioned on the H-shaped steel stiff framework to form the assembly type straining beam; and when the lattice pier is constructed to the straining beam, the lattice pier passes through the hoisting point on the H-shaped steel. The invention has the following advantages: (1) the straining beam adopts a fabricated stiff skeleton straining beam encased concrete structure, a large amount of high-altitude operation is changed into ground operation, the risk of high-altitude operation is reduced, the process is simple, the operation period is short, and the overall construction progress of the lattice pier is greatly improved; (2) the fabricated stiff skeleton straining beam can be adjusted according to the actual site construction condition to be synchronously or asynchronously constructed with the lattice pier column, so that the lattice pier construction is more flexible and efficient; and (3) the assembly type stiff skeleton straining beam is simple in structure, convenient to manufacture, reusable and low in cost.
本发明公开了一种格构墩装配式劲性骨架系梁以及施工方法，将系梁设计为劲性骨架外包混凝土结构，劲性骨架采用H型钢代替主要钢筋，在拼装场将系梁的钢筋、模板、支架加工成一个整体，并通过活动式拉杆定位在H型钢劲性骨架上形成装配式系梁；当格构墩施工至系梁处，通过H型钢上的起吊点。本发明具有如下优点：（1）系梁采用装配式劲性骨架系梁外包混凝土结构，将大量的高空作业变为地面作业，减少了高空作业的风险，且工序简单，作业周期短，大大地提高了格构墩的总体施工进度；（2）装配式劲性骨架系梁可根据现场实际施工情况调整与格构墩柱同步或异步施工，使格构墩施工更加灵活高效；（3）装配式劲性骨架系梁结构简单、制作方便、可重复使用、成本低。
Lattice pier assembly type stiff framework straining beam and construction method
一种格构墩装配式劲性骨架系梁以及施工方法
TANG ZHONGBO (author) / LIU CHENGDONG (author) / CHEN ZHOUYANG (author) / XIAO ANBIN (author) / ZHOU XINGJUN (author) / ZOU JIAN (author) / YUAN SHUAI (author) / NIE PENG (author) / ZHANG MING (author) / CAO MINGJU (author)
2024-04-19
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
| European Patent Office | 2023
Pier straining beam structure and construction method thereof
| European Patent Office | 2023
Construction method for straining beam between pier columns
| European Patent Office | 2021
| European Patent Office | 2022