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如何防止彩钢板基础下沉?

作者:山东超光耀金属材料有限公司 来源:http://www.sdcgy.com 日期:2022/3/1 14:44:21

彩钢板厂家分享如何防止彩钢板厂房基础下沉需从基础承台做起,当彩钢板厂房每平方米达到25KG以上基础承台需要达到1米高、1米宽和1米深,每平方米灰到35KG以上的钢结构厂房需要做圈梁和1.2米的基础,具体还需要根据地面自身情况。

Color steel plate manufacturers share how to prevent the foundation of color steel plate workshop from sinking. When the color steel plate workshop reaches more than 25kg per square meter, the foundation cushion cap needs to reach 1m high, 1m wide and 1m deep, and the steel structure workshop with ash of more than 35kg per square meter needs to make ring beam and 1.2m foundation. The specific situation also needs to be based on the ground itself.

当钢结构厂房已施工完毕,又没有做好前期的投入,哪么我们该如何防止彩钢板厂房基础下沉,简单的来说就是加固,将所有的钢结构立柱用工字钢或槽钢圈起来,形成一个网状。此方法能防止钢结构厂房的基础下沉作用。

When the construction of the steel structure plant has been completed and the early-stage investment has not been done well, how can we prevent the foundation of the color steel plate plant from sinking? In short, it is to strengthen, and circle all the steel structure columns with I-beam or channel steel to form a network. This method can prevent the foundation sinking of steel structure workshop.

如何防止钢结构厂房基础下沉?

How to prevent the foundation of steel structure workshop from sinking?

近年来 , 彩钢板厂房以其自重轻 、抗震性能优越 、结构布置灵活 、 加工安装速度快等特点在煤炭工程中广泛应用 。 本文仅讨论围护结构采用压型钢板或夹芯板的门式刚架轻型钢结构和钢排架结构单层厂房 。

In recent years, color steel plate workshop is widely used in coal engineering because of its light weight, excellent seismic performance, flexible structural layout and fast processing and installation speed. This paper only discusses the portal rigid frame light steel structure and steel bent structure with profiled steel plate or sandwich plate as the enclosure structure.

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对于吊车吨位较大的彩钢板厂房 , 由于上部结构自重过轻 , 柱底轴力较小 、弯矩相对较大 , 造成基础的偏心距过大 , 给基础设计带来一些困难 。

For the color steel plate workshop with large crane tonnage, due to the light weight of the superstructure, the small axial force at the column bottom and the relatively large bending moment, the eccentricity of the foundation is too large, which brings some difficulties to the foundation design.


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