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Steel structure truss assembling method
The invention discloses a steel structure truss splicing method which comprises the following steps: step S10, hardening a stacking site, and placing a steel structure truss on the stacking site after the hardening of the stacking site is completed; s20, the planning of a stacking site is dynamically arranged, and the stacking site is divided into a plant area 1, a plant area 2 and a plant area 3; each of the plant area 1 and the plant area 2 comprises a bulk storage yard, a finished product stacking site and an assembling site; s30, the steel structure truss is assembled, components of the plant area 1 and the plant area 2 are segmented, and jig frames are arranged; and S40, the steel structure truss is checked and accepted after being assembled, and the steel structure truss is split and placed according to sections after being checked and accepted to be qualified. The method has the beneficial effects that the assembling process of the steel structure truss is the truss pre-assembling process, errors in the construction process can be better eliminated in the process, and the mounting quality of the steel structure truss is improved.
本发明公开了一种钢结构桁架拼装方法,该方法包括以下步骤:步骤S10:将堆放场地硬化,堆放场地硬化完成后将钢结构桁架在堆放场地上进行摆放;步骤S20:对堆放场地的规划进行动态布置,将堆放场地划分为厂房区域1、厂房区域2以及厂房区域3;所述厂房区域1以及厂房区域2包括散件堆场、成品堆放场地以及拼装场地;步骤S30:对钢结构桁架进行拼装,将厂房区域1以及厂房区域2的构件分段并设置胎架;步骤S40:钢结构桁架拼装完成后进行验收,验收合格后按段进行拆分摆放。本发明的有益效果是:钢结构桁架拼装过程为桁架预拼装过程,此过程能更好的消除施工过程中的误差,提高钢结构桁架的安装质量。
Steel structure truss assembling method
The invention discloses a steel structure truss splicing method which comprises the following steps: step S10, hardening a stacking site, and placing a steel structure truss on the stacking site after the hardening of the stacking site is completed; s20, the planning of a stacking site is dynamically arranged, and the stacking site is divided into a plant area 1, a plant area 2 and a plant area 3; each of the plant area 1 and the plant area 2 comprises a bulk storage yard, a finished product stacking site and an assembling site; s30, the steel structure truss is assembled, components of the plant area 1 and the plant area 2 are segmented, and jig frames are arranged; and S40, the steel structure truss is checked and accepted after being assembled, and the steel structure truss is split and placed according to sections after being checked and accepted to be qualified. The method has the beneficial effects that the assembling process of the steel structure truss is the truss pre-assembling process, errors in the construction process can be better eliminated in the process, and the mounting quality of the steel structure truss is improved.
本发明公开了一种钢结构桁架拼装方法,该方法包括以下步骤:步骤S10:将堆放场地硬化,堆放场地硬化完成后将钢结构桁架在堆放场地上进行摆放;步骤S20:对堆放场地的规划进行动态布置,将堆放场地划分为厂房区域1、厂房区域2以及厂房区域3;所述厂房区域1以及厂房区域2包括散件堆场、成品堆放场地以及拼装场地;步骤S30:对钢结构桁架进行拼装,将厂房区域1以及厂房区域2的构件分段并设置胎架;步骤S40:钢结构桁架拼装完成后进行验收,验收合格后按段进行拆分摆放。本发明的有益效果是:钢结构桁架拼装过程为桁架预拼装过程,此过程能更好的消除施工过程中的误差,提高钢结构桁架的安装质量。
Steel structure truss assembling method
一种钢结构桁架拼装方法
WANG LONGDA (author) / JI XIAOLONG (author) / LIU BAICONG (author) / XU PENG (author) / HUANG YING (author) / YOO SEUNG-JIN (author) / YANG XING (author) / CHEN KAI (author) / HE JINGJING (author) / LEI GONGCHENG (author)
2024-01-30
Patent
Electronic Resource
Chinese
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