越南MINH TRUC XUAN 车间质量检验

21/10/2025 | 4 视图

确保质量和结构安全是所有建筑项目的先决条件，尤其是用于持续生产和经营活动的工厂项目。SVG 受委托对 Mmm 厂房项目进行质量检验。本报告详细介绍了该项目现状的勘察和评估过程。目标是准确确定厂房结构的安全等级以及是否符合现行标准和法规，从而提供具体的技术建议，为以最有效和可持续的方式管理、开发和维护厂房奠定基础。

越南MINH TRUC XUAN 车间质量检验

施工项目: 车间质量检验
地址: Chuong My 区, Ha Noi 城市, 越南。
投资者: MTV Minh Truc Xuan 有限公司
检验公司: 星越设计咨询和建筑检查股份公司 (SVG Engineering)
实施年份：2025

内容越南MINH TRUC XUAN 车间质量检验

* 工程质量检验科目包括：

数字	检查项目	楼层号	区域
1	原料储存	01	73.62m*52.81m
2	生产车间	01	73.62m*55.2m

* 车间调查和检查的目的：

工厂检验的目的是记录构件出现的缺陷、损伤和偏差，以及建筑结构和构件的实际几何参数。分析和评估以确定工程的危险等级。检验内容包括：

数字	检查项目	检查内容
1	承重结构：
1.1	基础	检查基础与地面之间的沉降
1.2	柱子	检查倾斜度
1.3	桁架	检查挠度
1.4	檩条	检查挠度
1.5	屋顶	检查厚度、挠度、氧化
2	封面结构：
2.1	砖墙	检查垂直、水平和对角裂缝
2.2	钢框架，波纹铁皮盖	检查全部

* Workshop inspection results:

1- Raw material storage area:

- The raw material storage area has a structure of steel columns and trusses, covered with corrugated iron roof.

- The concrete floor has some uneven flatness. We checked and found no signs of cracking or subsidence.

- Steel columns are composite structures welded together. Visual inspection shows no abnormalities on the structural surfaces of the columns.

- Check the corners, edge columns and middle columns: the error between the top of the column and the base of the column within 10mm is very small compared to the height.

Statistical table of results of horizontal displacement test of construction:

No.	Structural components	Height H (m)	Allowable horizontal displacement (mm) (H/500)	Maximum Actual Horizontal Displacement (mm)	Evaluate
1	Corner column	10.7m	21.4 mm	9 - 17mm	OK
2	Middle column	7.16m	14.3 mm	7 - 12mm	OK
3	Boundary column	6.18m	12.4 mm	6 - 10mm	OK

- Roof covered with 0.4mm thick color galvanized iron sheet.

- Assess the stability of steel trusses by checking the deflection of the roof floor with a laser distance meter.

- Assess the stability of the roof purlin by checking the deflection of the roof purlin with a laser distance meter.

Statistical table of vertical deflection test results of corrugated iron roofs, steel trusses and roof purlins:

No.	Structure components	Structural span L (m)	Allowable deflection (mm)	Maximum actual deflection (mm)	Evaluate
1	Steel truss (L/250)	6m	24 mm	12 - 20mm	OK
2	Steel purlin (L/150)	2m	13.3 mm	8 - 11mm	OK

- The raw material area is surrounded by brick walls. Small cracks and moldly moss appear on the wall surface due to the impact of the external environment.

- At the time of inspection, no serious cracks exceeding the limit were observed on the wall surface.

2- Manufacture Workshop:

- The workshop has a 1-storey prefabricated steel structure.

- The workshop floor inspection found signs of cracking, but not in a dangerous state of destruction, and no subsidence was detected between the foundation and the floor.

- The workshop floor is made of reinforced concrete, with locally uneven surface.

- Steel columns: Check the corners, edge columns and middle columns: the error between the top of the column and the base of the column within 10mm is very small compared to the height.

Statistical table of horizontal displacement test results of columns:

No.	Structure components	Height H (m)	Allowable horizontal displacement (mm)	Maximum actual displacement (mm)	Evaluate
1	Corner Column	5.9m	11.8 mm	5 - 9mm	OK
2	Middle Column	7.45m	14.9 mm	8 - 12mm	OK

- Roof made of 0.4mm thick galvanized iron with heat-resistant layer.

- Assess the stability of steel trusses by checking the deflection of the roof with a laser distance meter.

- Assess the stability of the roof purlin by checking the deflection of the roof purlin with a laser distance meter.

Statistical table of vertical deflection test results of corrugated iron sheet, steel truss and roof purlin:

No.	Structure components	Height H (m)	Allowable displacement (mm)	Maximum actual displacement (mm)	Evaluate
1	Main span of steel truss (L/250)	21.6m	86.4 mm	34 - 45mm	OK
2	Steel purlin (L/150)	2m	13.3 mm	6 - 12mm	OK

- Cover structure:

The entire 220 brick wall, 2.9m high, is plastered on both sides, painted yellow inside and outside. The brick wall is covered with a steel frame system and color-coated corrugated iron.

The outside brick wall has small cracks and peeling paint. At the time of inspection, there were no cracks on the wall surface due to subsidence.

3- 制作结果报告：

根据收集的数据，我们得出结论并提供合适的解决方案。完整的报告包含图纸和实际图像。

图像越南MINH TRUC XUAN 车间质量检验