🇵🇱 CENTRUM TECHNOLOGICZNE BUDOWNICTWA PL
建筑
CENTRUM TECHNOLOGICZNE BUDOWNICTWA 是由 PCA 认可的实验室，认可编号 AB 535（Rzeszów，波兰）。认可范围涵盖 68 项检测方法，涉及以下领域：建筑。检测对象包括：Aggregate、混凝土、混凝土拌合物、Admixtures for concrete。最常用的技术：重量-容量法、重量法、直接法。
要点速览
- 认可编号: PCA AB 535
- 认可范围内方法数: 68
- 检测对象种类: 20
- 所用技术数: 17
- 城市: Rzeszów, 波兰
- 认可编号
- AB 535
- 认可机构
- PCA
- 地址
- INSTYTUT BADAŃ I CERTYFIKACJI Sp. z o. o., ul. Przemysłowa 23, 35-105 Rzeszów
- 城市
- Rzeszów, 波兰
该实验室检测什么 (20)
- Aggregate — 13 项方法
- 混凝土 — 10 项方法
- 混凝土拌合物 — 6 项方法
- Admixtures for concrete — 5 项方法
- Mortars — 5 项方法
- Pavement drainage channels – gratings – covers – channels — 5 项方法
- Masonry units — 4 项方法
- Concrete kerb units and edgings — 3 项方法
- 混凝土铺路砖 — 3 项方法
- Cements — 2 项方法
- Concrete paving flags — 2 项方法
- Floor screeds — 2 项方法
- Floor screeds (cement-based) — 1 项方法
- Lean concrete base course — 1 项方法
- Pavement structural layers and backfills — 1 项方法
- 另有 5 项
所用检测技术 (17)
- 重量-容量法 — 6 项方法
- 重量法 — 6 项方法
- 直接法 — 3 项方法
- Flow table method — 2 项方法
- Pressure method — 2 项方法
- VSS plate loading method — 2 项方法
- 压力计法 — 2 项方法
- 目视法 — 2 项方法
- 筛分法 — 2 项方法
- Bar method (accelerated) — 1 项方法
- Bar method (long-term) — 1 项方法
- Direct measurement method — 1 项方法
- Fall cone method — 1 项方法
- Flakiness index method — 1 项方法
- Ordinary method — 1 项方法
- 另有 2 项
认可范围 — 项检测方法 (68)
| 序号 | 检测对象 | 方法 / 参数 | 技术 | 依据文件 | |
|---|---|---|---|---|---|
| 检测方法 | |||||
| 1 | 混凝土 | Water permeability of concrete 范围 (0,2 – 1,6) MPa |
Pressure method | PN-88/B-06250 | |
| 2 | 混凝土 | 抗冻性 | Ordinary method | PN-88/B-06250 | PN-B-06265:2018-10 Załącznik N | PN-B-06265:2022-08 Załącznik N | |
| 3 | 混凝土 | 抗压强度 范围 (1 – 3000) kN |
PN-88/B-06250 | PN-EN 12390-3:2011+AC:2012 | PN-EN 12390-3:2019-07 | PN-EN 12504-1:2011 | PN-EN 12504-1:2019-08 | PN-EN 12504-1:2019-08/AC:2021-01 | ||
| 4 | 混凝土 | 吸水率 | 重量法 | PN-88/B-06250 | |
| 5 | 混凝土 | 劈裂抗拉强度 范围 (1 – 3000) kN |
PN-EN 12390-6:2011 | PN-EN 12390-6:2024-04 | ||
| 6 | 混凝土 | 密度 Determination of volume from the sample dimensions |
重量-容量法 | PN-EN 12390-7:2011 | PN-EN 12390-7:2019-08 | PN-EN 12390-7:2019-08/AC:2021-01 | |
| 7 | 混凝土 | 压力水渗透深度 | PN-EN 12390-8:2011 | PN-EN 12390-8:2019-08 | ||
| 8 | 混凝土 | Freeze-thaw resistance | Reference method (slab test) | PKN-CEN/TS 12390-9:2007 PKN-CEN/TS 12390-9:2017-07 | PN-B-06265:2018-10 Załącznik O | PN-B-06265:2022-08 Załącznik O | |
| 9 | 混凝土 | 样品采集 | PN-EN 12504-1:2011 | PN-EN 12504-1:2019-08 | PN-EN 12504-1:2019-08/AC:2021-01 | ||
| 10 | 混凝土 | 抗弯强度 范围 (1 – 200) kN |
PN-EN 12390-5:2019-08 NO-17-A204:2015 | ||
| 11 | 混凝土拌合物 | 稠度 | Fall cone method | PN-88/B-06250 | PN-EN 12350-2:2011 | PN-EN 12350-2:2019-07 | |
| 12 | 混凝土拌合物 | 含气量 | 压力计法 | PN-EN 12350-7:2011 | PN-EN 12350-7:2019-08 | |
| 13 | 混凝土拌合物 | 稠度 范围 (20 – 70) cm |
Flow table method | PN-EN 12350-5:2011 | PN-EN 12350-5:2019-08 | |
| 14 | 混凝土拌合物 | 稠度 | Spread method | PN-EN 12350-8:2012 | PN-EN 12350-8:2019-08 | |
| 15 | 混凝土拌合物 | 密度 | 重量-容量法 | PN-EN 12350-6:2011 | PN-EN 12350-6:2019-08 | |
| 16 | 混凝土拌合物 | 样品采集 | PN-EN 12350-1:2011 | PN-EN 12350-1:2019-07 | PN-EN 12350-1:2019-07/Ap1:2022-06 | ||
| 17 | Cements | 抗弯强度 范围 (1 – 100) kN |
PN-EN 196-1:2016-07 | ||
| 18 | Cements | 抗压强度 范围 (1 – 3000) kN |
PN-EN 196-1:2016-07 | ||
| 19 | Mortars | 稠度 范围 (100 – 300) mm |
Flow table method | PN-EN 1015-3:2000+A1:2005+ A2:2007 | |
| 20 | Mortars | Bulk density of fresh mortar | 重量-容量法 | PN-EN 1015-6:2000+A1:2007 | |
| 21 | Mortars | Air content in fresh mortar | Pressure method | PN-EN 1015-7:2000 | |
| 22 | Mortars | 抗压强度 范围 (1 – 3000) kN |
PN-EN 1015-11:2001+A1:2007 | PN-EN 1015-11:2020-04 | ||
| 23 | Mortars | 抗弯强度 范围 (1 – 100) kN |
PN-EN 1015-11:2001+A1:2007 | PN-EN 1015-11:2020-04 | ||
| 24 | Floor screeds | 抗压强度 范围 (1 – 3000) kN |
PN-EN 13892-2:2004 | ||
| 25 | Floor screeds | 抗弯强度 范围 (1 – 100) kN |
PN-EN 13892-2:2004 | ||
| 26 | Floor screeds (cement-based) | 样品采集 | PN-EN 13892-1:2004 | ||
| 27 | Aggregate | 粒度分布 范围 (0 – 31,5) mm |
筛分法 | PN-91/B-06714/15 | PN-EN 933-1:2012 | |
| 28 | Aggregate | Content of organic impurities | 目视法 | PN-78/B-06714/26 | |
| 29 | Aggregate | Crushing strength (crushing index) | PN-78/B-06714/40 | ||
| 30 | Aggregate | Frost resistance | 直接法 | PN-78/B-06714/19 | |
| 31 | Aggregate | Foreign matter content | 重量法 | PN-76/B-06714/12 | |
| 32 | Aggregate | Particle shape 范围 (2,5 – 16) mm |
Flakiness index method | PN-EN 933-3:2012 | |
| 33 | Aggregate | Humus content | 目视法 | PN-EN 1744-1+A1:2013-05 | |
| 34 | Aggregate | Content of mineral dusts | 筛分法 | PN-EN 933-1:2012 | |
| 35 | Aggregate | Bulk density in the loose and tapped state | 重量-容量法 | PN-77/B-06714/07 | |
| 36 | Aggregate | Bulk density in the loose and tapped state for aggregate up to 31,5 mm | 重量-容量法 | PN-EN 1097-3:2000 | |
| 37 | Aggregate | Frost resistance | PN-EN 1367-1:2007 | PN-EN 1367-6:2008 | ||
| 38 | Aggregate | Alkali reactivity | Bar method (accelerated) | Procedura Badawcza GDDKiA PB/1/18 | |
| 39 | Aggregate | Alkali reactivity | Bar method (long-term) | Procedura Badawcza GDDKiA PB/2/18 | |
| 40 | 混凝土铺路砖 | 劈裂抗拉强度 范围 (1 – 3000) kN |
PN-EN 1338:2005+AC:2007 | ||
| 41 | 混凝土铺路砖 | 吸水率 | 重量法 | PN-EN 1338:2005+AC:2007 | |
| 42 | 混凝土铺路砖 | Freeze/thaw resistance with de-icing salt | PN-EN 1338:2005+AC:2007 | ||
| 43 | Concrete paving flags | 吸水率 | 重量法 | PN-EN 1339:2005+AC:2007 | |
| 44 | Concrete paving flags | Freeze/thaw resistance with de-icing salt | PN-EN 1339:2005+AC:2007 | ||
| 45 | Concrete kerb units and edgings | 抗弯强度 范围 (1 – 100) kN |
PN-EN 1340:2004+AC:2007 | ||
| 46 | Concrete kerb units and edgings | 吸水率 | 重量法 | PN-EN 1340:2004+AC:2007 | |
| 47 | Concrete kerb units and edgings | Freeze/thaw resistance with de-icing salt | PN-EN 1340:2004+AC:2007 | ||
| 48 | Subgrade and embankments | Deformation modulus 范围 (0,02 – 0,35) MPa |
VSS plate loading method | BN-64/8931-02 | PN-S-02205:1998 Warunki techniczne PKP PLK Id-32009 KPRNPP-2013 GDDKiA Załącznik B3 | Instrukcja GDDP 1998 | |
| 49 | Pavement structural layers and backfills | Deformation modulus 范围 (0,02 – 0,45) MPa |
VSS plate loading method | BN-64/8931-02 | PN-S-02205:1998 Warunki techniczne PKP PLK Id-32009 KPRNPP-2013 GDDKiA Załącznik B3 | Instrukcja GDDP 1998 | |
| 50 | Admixtures for concrete | Reduction of mixing water | PN-EN 480-1:2014-12 | PN-EN 12350-2:2011 | PN-EN 12350-2:2019-07 | ||
| 51 | Admixtures for concrete | 抗压强度 范围 (1 – 3000) kN |
PN-EN 480-1:2014-12 | PN-EN 12390-3:2011+AC:2012 | PN-EN 12390-3:2019-07 | ||
| 52 | Admixtures for concrete | Air content in the concrete mix 范围 (0 – 50) % |
压力计法 | PN-EN 480-1:2014-12 | PN-EN 12350-7:2011 | PN-EN 12350-7:2019-08 | |
| 53 | Admixtures for concrete | Increase in consistency | PN-EN 480-1:2014-12 | PN-EN 12350-2:2011 | PN-EN 12350-2:2019-07 | ||
| 54 | Admixtures for concrete | Retention of consistency over time | PN-EN 480-1:2014-12 | PN-EN 12350-2:2011 | PN-EN 12350-2:2019-07 | ||
| 55 | Small-sized wall units – blocks | Frost resistance | 直接法 | PN-B-19306:2004 | |
| 56 | Small-sized wall units – hollow blocks | Frost resistance | 直接法 | PN-B-19307:2004 | |
| 57 | Masonry units | Dimensions, shape and configuration (height, width, length, wall thickness, hollows, depth of holes, recesses) 范围 (0 – 800) mm |
Direct measurement method | PN-EN 772-16:2011 | |
| 58 | Masonry units | Net and gross density 范围 elementy z betonu kruszywowego (z kruszywami zwykłymi i lekkimi) |
重量-容量法 | PN-EN 772-13:2001 | |
| 59 | Masonry units | 抗压强度 范围 (50 – 3000) kN |
PN-EN 772-1+A1:2015-10 | ||
| 60 | Masonry units | Freeze-thaw resistance of calcium silicate masonry units | PN-EN 772-18:2011 | ||
| 61 | Sub-base and improved subgrade of cement-stabilised soil | 抗压强度 范围 (1 – 3000) kN |
PN-S-96012:1997 | ||
| 62 | Lean concrete base course | 抗压强度 范围 (1 – 3000) kN |
PN-S-96013:1997 | ||
| 63 | Pavement drainage channels – gratings – covers – channels | Proof load 范围 (1 – 3000) kN |
PN-EN 1433:2005 „N” | PN-EN 1433:2005/A1:2007 „N” | ||
| 64 | Pavement drainage channels – gratings – covers – channels | Permanent deformations 范围 (1 – 3000) kN |
PN-EN 1433:2005 „N” | PN-EN 1433:2005/A1:2007 „N” | ||
| 65 | Pavement drainage channels – gratings – covers – channels | Watertightness – joints of drainage channels | PN-EN 1433:2005 „N” | PN-EN 1433:2005/A1:2007 „N” | ||
| 66 | Pavement drainage channels – gratings – covers – channels | Durability – water absorption | 重量法 | PN-EN 1433:2005 „N” | PN-EN 1433:2005/A1:2007 „N” | |
| 67 | Pavement drainage channels – gratings – covers – channels | Durability – resistance to freezing/thawing in de-icing salt | PN-EN 1433:2005 „N” | PN-EN 1433:2005/A1:2007 „N” | ||
| 68 | Products and systems for the protection and repair of concrete structures | Adhesion 范围 (0,5 – 16) kN |
PN-EN 1542:2000 | ||
引用标准 (72)
BN-64/8931-02
Instrukcja GDDP 1998
PKN-CEN/TS 12390-9:2007 PKN-CEN/TS 12390-9:2017-07
PN-76/B-06714/12
PN-77/B-06714/07
PN-78/B-06714/19
PN-78/B-06714/26
PN-78/B-06714/40
PN-88/B-06250
PN-91/B-06714/15
PN-B-06265:2018-10 Załącznik N
PN-B-06265:2018-10 Załącznik O
PN-B-06265:2022-08 Załącznik N
PN-B-06265:2022-08 Załącznik O
PN-B-19306:2004
PN-B-19307:2004
PN-EN 1015-11:2001+A1:2007
PN-EN 1015-11:2020-04
PN-EN 1015-3:2000+A1:2005+ A2:2007
PN-EN 1015-6:2000+A1:2007
PN-EN 1015-7:2000
PN-EN 1097-3:2000
PN-EN 12350-1:2011
PN-EN 12350-1:2019-07
PN-EN 12350-1:2019-07/Ap1:2022-06
PN-EN 12350-2:2011
PN-EN 12350-2:2019-07
PN-EN 12350-5:2011
PN-EN 12350-5:2019-08
PN-EN 12350-6:2011
PN-EN 12350-6:2019-08
PN-EN 12350-7:2011
PN-EN 12350-7:2019-08
PN-EN 12350-8:2012
PN-EN 12350-8:2019-08
PN-EN 12390-3:2011+AC:2012
PN-EN 12390-3:2019-07
PN-EN 12390-5:2019-08 NO-17-A204:2015
PN-EN 12390-6:2011
PN-EN 12390-6:2024-04
PN-EN 12390-7:2011
PN-EN 12390-7:2019-08
PN-EN 12390-7:2019-08/AC:2021-01
PN-EN 12390-8:2011
PN-EN 12390-8:2019-08
PN-EN 12504-1:2011
PN-EN 12504-1:2019-08
PN-EN 12504-1:2019-08/AC:2021-01
PN-EN 1338:2005+AC:2007
PN-EN 1339:2005+AC:2007
PN-EN 1340:2004+AC:2007
PN-EN 1367-1:2007
PN-EN 1367-6:2008
PN-EN 13892-1:2004
PN-EN 13892-2:2004
PN-EN 1433:2005 „N”
PN-EN 1433:2005/A1:2007 „N”
PN-EN 1542:2000
PN-EN 1744-1+A1:2013-05
PN-EN 196-1:2016-07
PN-EN 480-1:2014-12
PN-EN 772-1+A1:2015-10
PN-EN 772-13:2001
PN-EN 772-16:2011
PN-EN 772-18:2011
PN-EN 933-1:2012
PN-EN 933-3:2012
PN-S-02205:1998 Warunki techniczne PKP PLK Id-32009 KPRNPP-2013 GDDKiA Załącznik B3
PN-S-96012:1997
PN-S-96013:1997
Procedura Badawcza GDDKiA PB/1/18
Procedura Badawcza GDDKiA PB/2/18