A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Guardrail construction method for timberwork building
The invention discloses a construction method of a guardrail for a wood structure building. The construction method comprises the following steps: a, manufacturing a steel structure guardrail; b, measuring and lofting the wood structure column; c, mounting a limiting structure; d, fixing an inner steel plate on the outer side of the wood structure column; e, mounting a steel structure adjusting frame on the outer steel plate; f, fixing an outer steel plate on the outer side of the inner steel plate; g, a fixed steel plate is installed on the steel structure adjusting frame; h, the steel structure guardrail and the fixed steel plate are welded; and i, the outer steel plate is painted, and then the fixed steel plate, the steel structure guardrail and the steel structure adjusting frame are painted. According to the invention, the fixed connection between the steel structure guardrail and the wood structure column can be realized. The bottom of the wood structure column can be protected, the stress capacity of the wood structure column is improved, and the installation requirement of a steel structure guardrail with a certain weight is met. And moreover, the constructed steel structure guardrails can be located on the same straight line or can be distributed at an angle, the steel structure guardrails are suitable for being distributed among different wood structure columns to be installed, and the application range is wide.
本发明公开了一种木结构建筑用护栏施工方法，包括如下步骤：a、制成钢结构护栏；b、对木结构柱测量放样；c、安装限位结构；d、在木结构柱外侧固定内钢板；e、在外钢板上安装钢结构调整架；f、在内钢板的外侧固定外钢板；g、在钢结构调整架上安装固定钢板；h、将钢结构护栏和固定钢板焊接；i、对外钢板刷漆，再对固定钢板、钢结构护栏和钢结构调整架刷漆。本发明能解决钢结构护栏和木结构柱之间的固定连接。能对木结构柱的底部起到保护作用，提高木结构柱的受力能力，满足一定重量的钢结构护栏安装要求。而且，施工后的钢结构护栏可以处于同一直线上，也可以呈角度分布，适用分布不同的木结构柱之间安装钢结构护栏，适用范围广。
Guardrail construction method for timberwork building
The invention discloses a construction method of a guardrail for a wood structure building. The construction method comprises the following steps: a, manufacturing a steel structure guardrail; b, measuring and lofting the wood structure column; c, mounting a limiting structure; d, fixing an inner steel plate on the outer side of the wood structure column; e, mounting a steel structure adjusting frame on the outer steel plate; f, fixing an outer steel plate on the outer side of the inner steel plate; g, a fixed steel plate is installed on the steel structure adjusting frame; h, the steel structure guardrail and the fixed steel plate are welded; and i, the outer steel plate is painted, and then the fixed steel plate, the steel structure guardrail and the steel structure adjusting frame are painted. According to the invention, the fixed connection between the steel structure guardrail and the wood structure column can be realized. The bottom of the wood structure column can be protected, the stress capacity of the wood structure column is improved, and the installation requirement of a steel structure guardrail with a certain weight is met. And moreover, the constructed steel structure guardrails can be located on the same straight line or can be distributed at an angle, the steel structure guardrails are suitable for being distributed among different wood structure columns to be installed, and the application range is wide.
本发明公开了一种木结构建筑用护栏施工方法，包括如下步骤：a、制成钢结构护栏；b、对木结构柱测量放样；c、安装限位结构；d、在木结构柱外侧固定内钢板；e、在外钢板上安装钢结构调整架；f、在内钢板的外侧固定外钢板；g、在钢结构调整架上安装固定钢板；h、将钢结构护栏和固定钢板焊接；i、对外钢板刷漆，再对固定钢板、钢结构护栏和钢结构调整架刷漆。本发明能解决钢结构护栏和木结构柱之间的固定连接。能对木结构柱的底部起到保护作用，提高木结构柱的受力能力，满足一定重量的钢结构护栏安装要求。而且，施工后的钢结构护栏可以处于同一直线上，也可以呈角度分布，适用分布不同的木结构柱之间安装钢结构护栏，适用范围广。
Guardrail construction method for timberwork building
一种木结构建筑用护栏施工方法
SUN CHANGPO (author) / ZHONG HONGKUI (author) / DING YONGHUI (author) / HU ZHONGJIE (author) / GAO SHUIHUA (author) / LI XIAOJUN (author) / XIE LINJUN (author)
2023-07-07
Patent
Electronic Resource
Chinese
Analysis on Seismic Damage of Timberwork Building and Reinforcement
| British Library Conference Proceedings | 2013