🇵🇱 KGHM CUPRUM SP. Z O.O. PL
材料与高分子建筑
KGHM CUPRUM SP. Z O.O. 是由 PCA 认可的实验室，认可编号 AB 726（Wrocław，波兰）。认可范围涵盖 17 项检测方法，涉及以下领域：材料与高分子、建筑。检测对象包括：Backfill materials of natural and industrial origin、Compact rocks、Concrete shaft lining、Tubbing shaft lining。最常用的技术：Method using disc-shaped specimens、超声法、Sclerometric method。
要点速览
- 认可编号: PCA AB 726
- 认可范围内方法数: 17
- 检测对象种类: 5
- 所用技术数: 4
- 城市: Wrocław, 波兰
- 认可编号
- AB 726
- 认可机构
- PCA
- 地址
- CENTRUM BADAWCZO-ROZWOJOWE, ul. Gen. Wł. Sikorskiego 2-8, 53-659 Wrocław, LABORATORIUM BADAŃ MATERIAŁOWYCH
- 城市
- Wrocław, 波兰
该实验室检测什么 (5)
- Backfill materials of natural and industrial origin — 8 项方法
- Compact rocks — 4 项方法
- Concrete shaft lining — 2 项方法
- Tubbing shaft lining — 2 项方法
- 混凝土 — 1 项方法
所用检测技术 (4)
- Method using disc-shaped specimens — 2 项方法
- 超声法 — 2 项方法
- Sclerometric method — 1 项方法
- Transverse compression method — 1 项方法
实验室部门 (2)
- Materials Testing Laboratory; Laboratory for Testing Physical and Mechanical Properties of Rocks, Concrete, Soils and Backfill (PS) — 13 项方法
- Materials Testing Laboratory; Mine Support Testing and Monitoring Laboratory (PO) — 4 项方法
实验室地点
- LABORATORIUM BADAŃ MATERIAŁOWYCH — AB 726 ul. Pracka 3
- Pracownia Badania Fizykomechanicznych Własności Skał, Betonu, Gruntów i Podsadzki (PS) — ul. Pracka 3, 54-066 Wrocław
- Pracownia Badania i Monitorowania Obudów Górniczych (PO) — ul. Pracka 3, 54-066 Wrocław
- Laboratorium Badań Materiałowych; Pracownia Badania Fizykomechanicznych Własności Skał, Betonu, Gruntów i Podsadzki (PS) —
- Laboratorium Badań Materiałowych; Pracownia Badania i Monitorowania Obudów Górniczych (PO) —
认可范围 — 项检测方法 (17)
| 序号 | 检测对象 | 方法 / 参数 | 技术 | 依据文件 | |
|---|---|---|---|---|---|
| Materials Testing Laboratory; Laboratory for Testing Physical and Mechanical Properties of Rocks, Concrete, Soils and Backfill (PS) | |||||
| 1 | Compact rocks | 抗压强度 Load range (10 - 1500) kN |
PN-G-04303:1997 | ||
| 2 | Compact rocks | Tensile strength Load range (10 - 100) kN |
Transverse compression method | PN-G-04302:1997 | |
| 3 | Compact rocks | Simple shear strength Load range (5 - 100) kN |
Method using disc-shaped specimens | PN-G-04304:1997+Az1:1999 | |
| 4 | Compact rocks | 抗弯强度 Load range (5 - 100) kN |
Method using disc-shaped specimens | PN-G-04306:1998 | |
| 5 | 混凝土 | 抗压强度 Load range (200 - 2000) kN |
PN-EN 12390-3:2019-07 | ||
| 6 | Backfill materials of natural and industrial origin | Content of grains with dimensions below | PN-G-11010:1993, p.5.3.1 | ||
| 7 | Backfill materials of natural and industrial origin | 0,1 mm | PN-G-11010:1993, p.5.3.1 | ||
| 8 | Backfill materials of natural and industrial origin | Maximum grain size | PN-G-11010:1993, p.5.3.2 | ||
| 9 | Backfill materials of natural and industrial origin | Compressibility for pressure (0 - 25) MPa, Compressibility | PN-G-11010:1993, p.5.3.3 | ||
| 10 | Backfill materials of natural and industrial origin | Water permeability 范围 (0,0004 - 0,05) cm/s |
PN-G-11010:1993, p.5.3.4 | ||
| 11 | Backfill materials of natural and industrial origin | Slaking | PN-G-11010:1993, p.5.3.5 | ||
| 12 | Backfill materials of natural and industrial origin | Bulk density | PN-G-11010:1993, p.5.3.6 | ||
| 13 | Backfill materials of natural and industrial origin | 样品采集 | PN-G-11010:1993, p.5.2 | ||
| Materials Testing Laboratory; Mine Support Testing and Monitoring Laboratory (PO) | |||||
| 14 | Concrete shaft lining | Compressive strength of concrete 范围 (5 - 80) MPa |
超声法 | PB/LAB-02-003/01 pkt. 4.3.1 wyd. 3 z dnia 26.01.2009 r. | |
| 15 | Concrete shaft lining | Compressive strength of concrete 范围 (5 - 60) MPa |
Sclerometric method | PB/LAB-02-003/01: pkt. 4.3.2 wyd. 3 z dnia 26.01.2009 r. wyd. 3 z dnia 26.01.2009 r. | |
| 16 | Tubbing shaft lining | Wall thickness | PB/LAB-02-003: pkt. 5 wyd. 3 z dnia 26.01.2009 r. | ||
| 17 | Tubbing shaft lining | 范围 (30 - 130) mm |
超声法 | wyd. 3 z dnia 26.01.2009 r. | |
引用标准 (16)
PB/LAB-02-003/01 pkt. 4.3.1 wyd. 3 z dnia 26.01.2009 r.
PB/LAB-02-003/01: pkt. 4.3.2 wyd. 3 z dnia 26.01.2009 r. wyd. 3 z dnia 26.01.2009 r.
PB/LAB-02-003: pkt. 5 wyd. 3 z dnia 26.01.2009 r.
PN-EN 12390-3:2019-07
PN-G-04302:1997
PN-G-04303:1997
PN-G-04304:1997+Az1:1999
PN-G-04306:1998
PN-G-11010:1993, p.5.2
PN-G-11010:1993, p.5.3.1
PN-G-11010:1993, p.5.3.2
PN-G-11010:1993, p.5.3.3
PN-G-11010:1993, p.5.3.4
PN-G-11010:1993, p.5.3.5
PN-G-11010:1993, p.5.3.6
wyd. 3 z dnia 26.01.2009 r.