🇵🇱 LABORATORIUM INŻYNIERII LĄDOWEJ LABOTEST Sp. z o.o. PL
建筑
LABORATORIUM INŻYNIERII LĄDOWEJ LABOTEST Sp. z o.o. 是由 PCA 认可的实验室，认可编号 AB 442（Katowice，波兰）。认可范围涵盖 43 项检测方法，涉及以下领域：建筑。检测对象包括：骨料、Bituminous mixtures and asphalt pavements、Concrete, Concrete in structures、Pavement structural layers, structure subgrade, embankments, backfi…。最常用的技术：Freezing and thawing method、Water under pressure method、Automatic extractor method。
要点速览
- 认可编号: PCA AB 442
- 认可范围内方法数: 43
- 检测对象种类: 10
- 所用技术数: 29
- 城市: Katowice, 波兰
- 认可编号
- AB 442
- 认可机构
- PCA
- 地址
- ul. Lwowska 38, 40-397 Katowice
- 城市
- Katowice, 波兰
该实验室检测什么 (10)
- 骨料 — 14 项方法
- Bituminous mixtures and asphalt pavements — 7 项方法
- Concrete, Concrete in structures — 6 项方法
- Pavement structural layers, structure subgrade, embankments, backfills of engineering structures — 4 项方法
- 土体 — 4 项方法
- Aggregates and soils — 2 项方法
- 混凝土拌合物 — 2 项方法
- 路面 — 2 项方法
- Concrete in structures — 1 项方法
- Mortar — 1 项方法
所用检测技术 (29)
- Freezing and thawing method — 2 项方法
- Water under pressure method — 2 项方法
- Automatic extractor method — 1 项方法
- Bar sieve method — 1 项方法
- Boiling method — 1 项方法
- Casagrande method — 1 项方法
- CBR method — 1 项方法
- Dry bulk density of the soil skeleton method — 1 项方法
- Flow method — 1 项方法
- Hydraulic gradient method — 1 项方法
- Immersion in water method — 1 项方法
- Light dynamic plate method — 1 项方法
- Light dynamic probe method — 1 项方法
- Los Angeles method — 1 项方法
- Method of observing fluorescence under UV light — 1 项方法
- 另有 14 项
实验室地点
- LABORATORIUM INŻYNIERII LĄDOWEJ LABOTEST Sp. z o.o. — ul. Lwowska 38
- Laboratorium Inżynierii Lądowej LABOTEST Sp. z o. o. — ul. Lwowska 38; 40-397 Katowice
认可范围 — 项检测方法 (43)
| 序号 | 检测对象 | 方法 / 参数 | 技术 | 依据文件 | |
|---|---|---|---|---|---|
| Laboratorium Inżynierii Lądowej LABOTEST Sp. z o. o. | |||||
| 1 | Concrete, Concrete in structures | 抗压强度 范围 (5-3000) kN |
PN-EN 12390-3:2019-07 | PN-EN 12504-1:2019-08 | ||
| 2 | Concrete, Concrete in structures | 吸水率 | 重量法 | PN-88/B-06250 p. 6.4 | |
| 3 | Concrete, Concrete in structures | 抗冻性 | Freezing and thawing method | PN-88/B-06250 p. 6.5 | PN-B-06265:2022-08 Załącznik N | |
| 4 | Concrete, Concrete in structures | 透水性 | Water under pressure method | PN-88/B-06250 p. 6.6 | |
| 5 | Concrete, Concrete in structures | 压力水渗透深度 | Water under pressure method | PN-EN 12390-8:2019-08 | |
| 6 | Concrete, Concrete in structures | 密度 | Method of volume determined by measurement | PN-EN 12390-7:2019-08 | |
| 7 | Concrete in structures | 样品采集 | PN-EN 12504-1:2019-08 | ||
| 8 | Mortar | Flexural strength Compressive strength 范围 (2-300) kN |
PN-EN 196-1:2016-07 | ||
| 9 | 混凝土拌合物 | 含气量 | 压力计法 | PN-EN 12350-7:2019-08 | |
| 10 | 混凝土拌合物 | 稠度 | 坍落度法 | PN-EN 12350-2:2019-07 | |
| 11 | Pavement structural layers, structure subgrade, embankments, backfills of engineering structures | Deformation modulus 范围 (0,0-0,45) MPa |
VSS method | PN-S-02205:1998 Załącznik B WWiORB D-04.04.02 v03, Załącznik nr Z1, GDDKiA 18.02.2021r. | |
| 12 | Pavement structural layers, structure subgrade, embankments, backfills of engineering structures | Dynamic deformation modulus 范围 EVD≤75 MN/m2 |
Light dynamic plate method | PB/G/30 wyd.1 wersja 1 z dnia 18.09.2009 r. | |
| 13 | Pavement structural layers, structure subgrade, embankments, backfills of engineering structures | Degree of compaction | Light dynamic probe method | PN-B-04452:2002 p. 6 | |
| 14 | Pavement structural layers, structure subgrade, embankments, backfills of engineering structures | Compaction index | Dry bulk density of the soil skeleton method | Procedura PB/G/03/2 wyd.1 wersja 2 z 21.10.2002 r. (dla objętościomierza miarowego) | |
| 15 | 骨料 | Content of organic components – presence of humus | 目视法 | PN-EN 1744-1+A1:2013-05 p. 15.1 | |
| 16 | 骨料 | Particle density, Water absorption | Pycnometric method and basket method | PN-EN 1097-6:2022-07 z wyłączeniem Załączników: C,D,E,I3 | |
| 17 | 骨料 | Frost resistance | Freezing and thawing method | PN-EN 1367-1:2007 | |
| 18 | 骨料 | Resistance to fragmentation | Los Angeles method | PN-EN 1097-2:2020-09 | |
| 19 | 骨料 | 粒度分布 范围 (0-90) mm |
PN-EN 933-1:2012 | ||
| 20 | 骨料 | Shape index | Schultz calliper method | PN-EN 933-4:2008 | |
| 21 | 骨料 | Particle shape – flakiness index | Bar sieve method | PN-EN 933-3:2012 | |
| 22 | 骨料 | Basalt sunburn | Boiling method | PN-EN 1367-3:2002 | PN-EN 1367-3:2002/AC:2004 | |
| 23 | 骨料 | 耐磨性 | Micro-Deval method | PN-EN 1097-1:2024-05 z wyłączeniem Załączników D i E | |
| 24 | 骨料 | Flow coefficient of fine aggregates | Flow method | PN-EN 933-6:2023-06 | |
| 25 | 骨料 | Fines content | Methylene blue method | PN-EN 933-9:2022-07 | |
| 26 | 骨料 | Dicalcium silicate disintegration | Method of observing fluorescence under UV light | PN-EN 1744-1+A1:2013-05 p 19.1 | |
| 27 | 骨料 | Iron disintegration | Immersion in water method | PN-EN 1744-1+A1:2013-05 p 19.2 | |
| 28 | 骨料 | Sampling from landfills | PN-EN 932-1:1999 | ||
| 29 | Aggregates and soils | Water permeability index | Hydraulic gradient method | Procedura PB/G/11 wyd. 1 wersja 1 z dnia 06.09.2004 r. (wg EN DIN 18130-1) | |
| 30 | Aggregates and soils | Maximum dry density of the soil skeleton, Optimum moisture content | Proctor method | PN-88/B-04481 p. 8 | |
| 31 | 土体 | Soil bearing ratio 范围 (5-50) kN |
CBR method | PN-S-02205:1998 Załącznik A | |
| 32 | 土体 | Yield strength | Thread rolling method | PN-88/B-04481 p. 5.5 | |
| 33 | 土体 | Liquid limit | Casagrande method | PN-88/B-04481 p. 5.6.2 | |
| 34 | 土体 | 样品采集 | Procedura PB/G/05 wyd.1 wersja 1 z 20.02.2003 r. | ||
| 35 | Bituminous mixtures and asphalt pavements | Density in water | Method: A | PN-EN 12697-5:2019-01 | |
| 36 | Bituminous mixtures and asphalt pavements | 堆积密度 | Method: B | PN-EN 12697-6:2020-07 | |
| 37 | Bituminous mixtures and asphalt pavements | Air void content (calculated) | PN-EN 12697-8:2019-01 | ||
| 38 | Bituminous mixtures and asphalt pavements | Degree of compaction index (calculated) | PN-EN 13108-20:2016-07 Załącznik C4 | ||
| 39 | Bituminous mixtures and asphalt pavements | Soluble binder content | Automatic extractor method | PN-EN 12697-1:2020-08 | |
| 40 | Bituminous mixtures and asphalt pavements | 粒度分布 范围 (0-40) mm |
PN-EN 12697-2:2025-06 | PN-EN 933-1:2012 | ||
| 41 | Bituminous mixtures and asphalt pavements | 样品采集 | PN-EN 12697-27:2017-07 p. 4.3 i 4.7 | ||
| 42 | 路面 | 厚度 范围 do 500 mm |
PN-EN 12697-36:2022-09 p. 6.1 | ||
| 43 | 路面 | 样品采集 | PN-EN 12697-27:2017-07 p. 4.7 | ||
引用标准 (45)
PB/G/30 wyd.1 wersja 1 z dnia 18.09.2009 r.
PN-88/B-04481 p. 5.5
PN-88/B-04481 p. 5.6.2
PN-88/B-04481 p. 8
PN-88/B-06250 p. 6.4
PN-88/B-06250 p. 6.5
PN-88/B-06250 p. 6.6
PN-B-04452:2002 p. 6
PN-B-06265:2022-08 Załącznik N
PN-EN 1097-1:2024-05 z wyłączeniem Załączników D i E
PN-EN 1097-2:2020-09
PN-EN 1097-6:2022-07 z wyłączeniem Załączników: C,D,E,I3
PN-EN 12350-2:2019-07
PN-EN 12350-7:2019-08
PN-EN 12390-3:2019-07
PN-EN 12390-7:2019-08
PN-EN 12390-8:2019-08
PN-EN 12504-1:2019-08
PN-EN 12697-1:2020-08
PN-EN 12697-27:2017-07 p. 4.3 i 4.7
PN-EN 12697-27:2017-07 p. 4.7
PN-EN 12697-2:2025-06
PN-EN 12697-36:2022-09 p. 6.1
PN-EN 12697-5:2019-01
PN-EN 12697-6:2020-07
PN-EN 12697-8:2019-01
PN-EN 13108-20:2016-07 Załącznik C4
PN-EN 1367-1:2007
PN-EN 1367-3:2002
PN-EN 1367-3:2002/AC:2004
PN-EN 1744-1+A1:2013-05 p 19.1
PN-EN 1744-1+A1:2013-05 p 19.2
PN-EN 1744-1+A1:2013-05 p. 15.1
PN-EN 196-1:2016-07
PN-EN 932-1:1999
PN-EN 933-1:2012
PN-EN 933-3:2012
PN-EN 933-4:2008
PN-EN 933-6:2023-06
PN-EN 933-9:2022-07
PN-S-02205:1998 Załącznik A
PN-S-02205:1998 Załącznik B WWiORB D-04.04.02 v03, Załącznik nr Z1, GDDKiA 18.02.2021r.
Procedura PB/G/03/2 wyd.1 wersja 2 z 21.10.2002 r. (dla objętościomierza miarowego)
Procedura PB/G/05 wyd.1 wersja 1 z 20.02.2003 r.
Procedura PB/G/11 wyd. 1 wersja 1 z dnia 06.09.2004 r. (wg EN DIN 18130-1)