🇵🇱 Laboratorium Inżynierii Lądowej Sp. z o.o. PL
建筑
Laboratorium Inżynierii Lądowej Sp. z o.o. 是由 PCA 认可的实验室，认可编号 AB 1110（Dąbrowa Górnicza，波兰）。认可范围涵盖 55 项检测方法，涉及以下领域：建筑。检测对象包括：骨料、土体、沥青混合料、混凝土。最常用的技术：Method: dynamic plate loading、Method: light probe、Ordinary method。
要点速览
- 认可编号: PCA AB 1110
- 认可范围内方法数: 55
- 检测对象种类: 11
- 所用技术数: 21
- 城市: Dąbrowa Górnicza, 波兰
- 认可编号
- AB 1110
- 认可机构
- PCA
- 地址
- ul. Łączna 30, 41-303 Dąbrowa Górnicza
- 城市
- Dąbrowa Górnicza, 波兰
该实验室检测什么 (11)
- 骨料 — 16 项方法
- 土体 — 13 项方法
- 沥青混合料 — 6 项方法
- 混凝土 — 5 项方法
- Concrete in structures — 4 项方法
- Fresh concrete mixes — 3 项方法
- Hydraulically bound mixtures — 2 项方法
- Paint coatings — 2 项方法
- 路面结构层 — 2 项方法
- Asphalt pavements — 1 项方法
- Products and systems for the protection and repair of concrete structures — 1 项方法
所用检测技术 (21)
- Method: dynamic plate loading — 2 项方法
- Method: light probe — 2 项方法
- Ordinary method — 2 项方法
- Proctor method — 2 项方法
- VSS plate loading method — 2 项方法
- 重量法 — 2 项方法
- Method 7B.2 and 7C — 1 项方法
- Method 7C and 7D — 1 项方法
- Method: -pycnometric -wire basket — 1 项方法
- Method: A — 1 项方法
- Method: B — 1 项方法
- Method: Los Angeles — 1 项方法
- Method: oxidation — 1 项方法
- Method: pressed-in cylinder — 1 项方法
- Pull-off method — 1 项方法
- 另有 6 项
实验室地点
- Laboratorium Inżynierii Lądowej Sp. z o.o. — ul. Łączna 30
- Laboratorium Inżynierii Lądowej — ul. Łączna 30, 41-303 Dąbrowa Górnicza
认可范围 — 项检测方法 (55)
| 序号 | 检测对象 | 方法 / 参数 | 技术 | 依据文件 | |
|---|---|---|---|---|---|
| 土木工程实验室 | |||||
| 1 | 土体 | 级配 范围 (0,0 - 40) mm |
Sieve analysis method | PN-B-04481:1988 | |
| 2 | 土体 | 湿度 | 重量法 | PN-B-04481:1988 | PN-EN-1097-5:2008 | |
| 3 | 土体 | Optimum moisture content, Maximum dry density of the soil skeleton | Proctor method | PN-B-04481:1988 | |
| 4 | 土体 | Soil bearing ratio (wnoś) | PN-S-02205:1998 zał. A | PN-B-04481:1988 | ||
| 5 | 土体 | Compaction index | Method: pressed-in cylinder | BN-77/8931-12 | PN-B-04481:1988 | |
| 6 | 土体 | 砂当量 | PN-EN 933-8+A1:2015 | ||
| 7 | 土体 | Organic matter content | Method: oxidation | PN-B-04481:1988 | |
| 8 | 土体 | Passive capillarity | PN-B-04493:1960 | PN-B-04481:1988 | ||
| 9 | 土体 | Deformation modulus Pressure range (0,02 – 0,35) MPa Deformation index (calculated) |
VSS plate loading method | PN-S-02205:1998 | |
| 10 | 土体 | Dynamic deformation modulus 范围 Evd ≤125MN/m2 LWDT |
Method: dynamic plate loading | PBG 10, wersja 03, 26.03.2024 | |
| 11 | 土体 | Degree of compaction | Method: light probe | PN-B-04452:2002 p.6 | |
| 12 | 土体 | Compressive strength of the stabilised mixture 范围 (2 - 50) kN |
PBG 15, wersja 03, 09.01.2023 | PN-EN 13286-41:2022-04 | ||
| 13 | 土体 | 样品采集 | PN-EN 932-1:1999 p. 8.8. | ||
| 14 | 骨料 | 粒度分布 范围 (0,0 - 63) mm |
筛分法 | PN-EN 933-1:2012 | |
| 15 | 骨料 | 湿度 | 重量法 | PN-EN-1097-5:2008 | |
| 16 | 骨料 | Optimum moisture content, Maximum dry density of the aggregate mixture skeleton | Proctor method | PN-EN 13286-2:2010+AC:2014 | |
| 17 | 骨料 | California bearing ratio (CBR) | PN-EN 13286-47:2022-04 | ||
| 18 | 骨料 | 砂当量 | PN-EN 933-8+A1:2015 | ||
| 19 | 骨料 | Organic matter content | 目视法 | PN-EN 1744-1+A1:2013-05 | |
| 20 | 骨料 | Passive capillarity | PN-B-04493:1960 | ||
| 21 | 骨料 | Degree of compaction | Method: light probe | PN-B-04452:2002 p.6 | |
| 22 | 骨料 | Frost resistance | PN-EN 1367-1:2007 | ||
| 23 | 骨料 | 吸水率 | 方法：重量法 | PN-EN 1097-6:2013 | PN-EN 1097-6:2022-07 | |
| 24 | 骨料 | 密度 | Method: -pycnometric -wire basket | PN-EN 1097-6:2013 | PN-EN 1097-6:2022-07 | |
| 25 | 骨料 | Resistance to fragmentation | Method: Los Angeles | PN-EN 1097-2:2010 | PN-EN 1097-2:2020-09 | |
| 26 | 骨料 | Shape index | PN-EN 933-4:2008 | ||
| 27 | 骨料 | Basalt sunburn | PN-EN 1367-3:2002 | ||
| 28 | 骨料 | Content of particles with crushed or broken surfaces | PN-EN 933-5:2000 | PN-EN 933-5:2023-05 | PN-EN 933-5:2000/A1:2005 | ||
| 29 | 骨料 | 样品采集 | PN-EN 932-1:1999 p.8.8 | ||
| 30 | 路面结构层 | Deformation modulus Pressure range (0,02 – 0,45) MPa Deformation index (calculated) |
VSS plate loading method | PN-S-02205:1998 | |
| 31 | 路面结构层 | Dynamic deformation modulus 范围 Evd ≤125MN/m2 LWDT |
Method: dynamic plate loading | PBG 10, wersja 03, 26.03.2024 | |
| 32 | Hydraulically bound mixtures | Compressive strength of the stabilised mixture 范围 (2 - 50) kN |
PBG 15, wersja 03, 09.01.2023 | PN-EN 13286-41:2022-04 | ||
| 33 | Hydraulically bound mixtures | Sampling | PN-EN 13286-1:2022-04 | ||
| 34 | Fresh concrete mixes | 含气量 | 压力计法 | PN-EN 12350-7:2011 | PN-EN 12350-7:2019-08 | |
| 35 | Fresh concrete mixes | 稠度 | 坍落度法 | PN-EN 12350-2:2011 | PN-EN 12350-2:2019-07 | |
| 36 | Fresh concrete mixes | 样品采集 | PN-EN 12350-1:2011 | PN-EN 12350-1:2019-07 | ||
| 37 | 混凝土 | 抗压强度 力值范围 (100 - 2000) kN |
PN-EN 12390-3:2011 | PN-EN 12390-3:2011 / AC: 2012 | PN-EN 12390-3:2019-07 | ||
| 38 | 混凝土 | 吸水率 | PN-B-06250:1988 | ||
| 39 | 混凝土 | Frost resistance | Ordinary method | PN-B-06250:1988 | |
| 40 | 混凝土 | Water permeability of concrete | PN-B-06250:1988 | ||
| 41 | 混凝土 | 压力水渗透深度 | PN-EN 12390-8:2011 | PN-EN 12390-8:2019-08 | ||
| 42 | Concrete in structures | 抗压强度 范围 (100 - 2000) kN |
PN-EN 12504-1:2011 | PN-EN 12504-1:2019-08 | PN-EN 12390-3:2011 | PN-EN 12390-3:2011 / AC:2012 | PN-EN 12390-3:2019-07 | ||
| 43 | Concrete in structures | 吸水率 | PN-B-06250:1988 | ||
| 44 | Concrete in structures | Frost resistance | Ordinary method | PN-B-06250:1988 | |
| 45 | Concrete in structures | 样品采集 | PN-EN 12504-1:2011 | PN-EN 12504-1:2019-08 | ||
| 46 | Products and systems for the protection and repair of concrete structures | Pull-off strength 范围 (1 - 16) kN Przyczepność [MPa] (z obliczeń) |
Pull-off method | PN-EN 1542:2000 | |
| 47 | 沥青混合料 | Density in water | Method: A | PN-EN 12697-5:2010 | PN-EN 12697-5:2010 / AC:2012 | PN-EN 12697-5:2019-01 | |
| 48 | 沥青混合料 | 堆积密度 | Method: B | PN-EN 12697-6:2012 | PN-EN 12697-6:2020-07 | |
| 49 | 沥青混合料 | Determination of void content (calculated) | PN-EN 12697-8:2005 | PN-EN 12697-8:2019-01 | ||
| 50 | 沥青混合料 | Soluble binder content | PN-EN 12697-1:2012 | PN-EN 12697-1:2020-08 | ||
| 51 | 沥青混合料 | 粒度分布 | PN-EN 12697-2:2015-06 | PN-EN 12697-2+A1:2019-12 | ||
| 52 | 沥青混合料 | 样品采集 | PN-EN 12697-27:2005 p. 4.3 (spod ślimaka rozkładarki) p. 4.7 (odwiert) | PN-EN 12697-27:2005+Ap1:2013 | PN-EN 12697-27:2017-07 | ||
| 53 | Asphalt pavements | Layer thickness 范围 (0-1000) mm |
PN-EN 12697-36:2005 p. 4.1 | PN-EN 12697-36:2022-09 p. 6.1 | ||
| 54 | Paint coatings | Thickness of coatings 范围 (0 - 500) μm |
Method 7C and 7D | PN-EN ISO 2808:2008 | |
| 55 | Paint coatings | Thickness of coatings 范围 (0 - 500) μm |
Method 7B.2 and 7C | PN-EN ISO 2808:2020-01 | |
引用标准 (62)
BN-77/8931-12
PBG 10, wersja 03, 26.03.2024
PBG 15, wersja 03, 09.01.2023
PN-B-04452:2002 p.6
PN-B-04481:1988
PN-B-04493:1960
PN-B-06250:1988
PN-EN 1097-2:2010
PN-EN 1097-2:2020-09
PN-EN 1097-6:2013
PN-EN 1097-6:2022-07
PN-EN 12350-1:2011
PN-EN 12350-1:2019-07
PN-EN 12350-2:2011
PN-EN 12350-2:2019-07
PN-EN 12350-7:2011
PN-EN 12350-7:2019-08
PN-EN 12390-3:2011
PN-EN 12390-3:2011 / AC: 2012
PN-EN 12390-3:2011 / AC:2012
PN-EN 12390-3:2019-07
PN-EN 12390-8:2011
PN-EN 12390-8:2019-08
PN-EN 12504-1:2011
PN-EN 12504-1:2019-08
PN-EN 12697-1:2012
PN-EN 12697-1:2020-08
PN-EN 12697-2+A1:2019-12
PN-EN 12697-27:2005 p. 4.3 (spod ślimaka rozkładarki) p. 4.7 (odwiert)
PN-EN 12697-27:2005+Ap1:2013
PN-EN 12697-27:2017-07
PN-EN 12697-2:2015-06
PN-EN 12697-36:2005 p. 4.1
PN-EN 12697-36:2022-09 p. 6.1
PN-EN 12697-5:2010
PN-EN 12697-5:2010 / AC:2012
PN-EN 12697-5:2019-01
PN-EN 12697-6:2012
PN-EN 12697-6:2020-07
PN-EN 12697-8:2005
PN-EN 12697-8:2019-01
PN-EN 13286-1:2022-04
PN-EN 13286-2:2010+AC:2014
PN-EN 13286-41:2022-04
PN-EN 13286-47:2022-04
PN-EN 1367-1:2007
PN-EN 1367-3:2002
PN-EN 1542:2000
PN-EN 1744-1+A1:2013-05
PN-EN 932-1:1999 p. 8.8.
PN-EN 932-1:1999 p.8.8
PN-EN 933-1:2012
PN-EN 933-4:2008
PN-EN 933-5:2000
PN-EN 933-5:2000/A1:2005
PN-EN 933-5:2023-05
PN-EN 933-8+A1:2015
PN-EN ISO 2808:2008
PN-EN ISO 2808:2020-01
PN-EN-1097-5:2008
PN-S-02205:1998
PN-S-02205:1998 zał. A