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Method for segmenting steel-structured transfer truss and segmented steel-structured transfer truss
The invention relates to the field of building construction, in particular to the field of steel-structure installation construction in super high-rise civil buildings. A method for segmenting a steel-structured transfer truss comprises the following steps of (1) segmenting and determining the truss; (2) calculating the length difference between a corbel top chord and a corbel bottom chord, wherein the length difference between the corbel top chord and the corbel bottom chord is determined according to the installation position of a lifter and the type selection of the lifter; (3) determining the length difference between a truss top chord segment and a truss bottom chord segment, wherein a truss bottom chord is longer than a truss top chord, and the length difference between the truss bottom chord and the truss top chord is identical to that between the corbel top chord and the corbel bottom chord. The segmented steel-structured transfer truss comprises the corbel top chord, the corbel bottom chord, the truss top chord segment, the truss bottom chord segment and a plurality of connecting segments, wherein the length of the corbel top chord is greater than that of the corbel bottom chord; the length of the truss top chord segment is smaller than that of the truss bottom chord segment. The method for segmenting the steel-structured transfer truss and the segmented steel-structured transfer truss have the advantages that the smooth lifting of the truss is guaranteed, the installation efficiency of the truss is improved, and the construction period and safety quality are ensured.
Method for segmenting steel-structured transfer truss and segmented steel-structured transfer truss
The invention relates to the field of building construction, in particular to the field of steel-structure installation construction in super high-rise civil buildings. A method for segmenting a steel-structured transfer truss comprises the following steps of (1) segmenting and determining the truss; (2) calculating the length difference between a corbel top chord and a corbel bottom chord, wherein the length difference between the corbel top chord and the corbel bottom chord is determined according to the installation position of a lifter and the type selection of the lifter; (3) determining the length difference between a truss top chord segment and a truss bottom chord segment, wherein a truss bottom chord is longer than a truss top chord, and the length difference between the truss bottom chord and the truss top chord is identical to that between the corbel top chord and the corbel bottom chord. The segmented steel-structured transfer truss comprises the corbel top chord, the corbel bottom chord, the truss top chord segment, the truss bottom chord segment and a plurality of connecting segments, wherein the length of the corbel top chord is greater than that of the corbel bottom chord; the length of the truss top chord segment is smaller than that of the truss bottom chord segment. The method for segmenting the steel-structured transfer truss and the segmented steel-structured transfer truss have the advantages that the smooth lifting of the truss is guaranteed, the installation efficiency of the truss is improved, and the construction period and safety quality are ensured.
Method for segmenting steel-structured transfer truss and segmented steel-structured transfer truss
CAO JINYU (author) / SUN SHANFU (author) / TANG YINGQI (author) / YANG SHENQIANG (author) / LONG HAILIANG (author) / ZHAO ZHITAO (author) / CHEN LEI (author) / MA GUANGCHAO (author) / WANG ZHIQIANG (author)
2016-01-20
Patent
Electronic Resource
English
IPC:
E04G
SCAFFOLDING
,
Baugerüste
Steel truss mounting system and steel truss mounting method
| European Patent Office | 2023