Centrum Pile Calculator Sverige

Centrum påldimension, b	235mm
Centrum påltyp	Typ 4
Centrum skarvtyp	CPG-K2
Centrum bergsko	CP-RP 235L-25
Nominellt täckskikt, c / utförandetolerans	25 / 10 mm
Betongrecept	R1 - Standard
Livslängdsklass	L100
Exponeringsklasser för pålelement	XC2, XF1

Installationens inverkan
Reduktionsfaktorer, materialhållfastheter
Betong, μ_c	0,8
Tryckarmering, μ_sc	0,8
Dragarmering, μ_st	0,9
Excentricitet på bergskon	Ø_dubb/10

Brottgränstillstånd, ULS
Andel långtidslast	80%
Beräkna M_Rd vid normalkraft, N =	0 kN
Bruksgränstillstånd, SLS
Acceptabel sprickbredd, w_max	0,40 mm
Exponeringsklass(er), sprickbredd	XC2
Beräkna M_Rd vid normalkraft, N =	0 kN

Kohesionsjord
Sidomotstånden för normalkonsoliderad kohesionsjord bestäms enligt Pålkommissionen rapport 96:1 supplement 2.
Medelvärde för odränerad skjuvhållfasthet, c_um	10 kPa
Omräkningsfaktor, η	0,95
c_uk = η · c_um	9,5 kPa
c_ud = 1/γ_cu · η · c_um	6,33 kPa
Andel långtidslast, a_lt	80 %

Friktionsjord
Sidomotstånden för friktionsjord bestäms enligt Pålkommissionen rapport 96:1 supplement 2.
Jordtyp	Sand
Jorddjup	5 m
Under/över grundvattenytan	Under grundvattennivå
Relativ fasthet	Medelhög
Tillväxtfaktor, n_h	MPa/m
Effektiv vertikalspänning, σ'_v	50 kN/m²
Friktionsvinkel, φ_k	30^o
Friktionsvinkel, φ_d	31^o
Passiv jordtryckskoefficient, K_pk	3,12
Passiv jordtryckskoefficient, K_pd	3,12

Under grundvattennivå

Manuell inmatning av parametrar för jordens sidomotstånd.

Relativ bäddmodul, k·d

Gränstryck, q_y

Rel. förskjutning vid gränstryck, y_y/d

Beräkningsresultat ULS

Tryckkapacitet

Påltvärsnitt

N_c,Rd,pål

= kN

Skarvtvärsnitt

N_c,Rd,skarv

= kN

Bergsko*

N_c,Rd,bergsko

= kN

Pålelement

N_c,Rd

= kN

*Kapaciteten av bergskon bestäms för standardbetong C50/60

Dragkapacitet

Påltvärsnitt

N_t,Rd,pål

= kN

Skarvtvärsnitt

N_t,Rd,skarv

= kN

Pålelement

N_t,Rd

= kN

Momentkapacitet vid N = 0

Påltvärsnitt

M_Rd,pål

= kNm

Skarvtvärsnitt

M_Rd,skarv

= kNm

Pålelement

M_Rd

= kNm

Knäcklängd vid N_c,Rd = kN

l_cr

= m

Beräkningsresultat SLS

Tryckkapacitet

Påltvärsnitt

N_c,Rd,pål

= kN

Skarvtvärsnitt

N_c,Rd,skarv

= kN

Bergsko*

N_c,Rd,bergsko

= kN

Pålelement

N_c,Rd

= kN

*Kapaciteten av bergskon bestäms för standardbetong C50/60

Dragkapacitet

Påltvärsnitt

N_t,Rd,pål

= kN

Skarvtvärsnitt

N_t,Rd,skarv

= kN

Pålelement

N_t,Rd

= kN

Momentkapacitet vid N = 0

Påltvärsnitt

M_Rd,pål

= kNm

Skarvtvärsnitt

M_Rd,skarv

= kNm

Pålelement

M_Rd

= kNm

Knäcklängd vid N_c,Rd = kN

l_cr

= m

Excentricitet på bergskon

Ø_dubb/10

Ø_dubb/4

Dimension och typ

Centrum påldimension, b [mm]

200

235

250

270

300

350

400

Please select a pile width

Centrum bergsko

50 mm dubb

60 mm dubb

Centrum påltyp

Example invalid feedback text

Centrum skarvtyp

Oskarvad

Länk till ritningar

Följande pålelement finns i lager (övriga pålar på förfrågan):

235 mm, typ 6, CPG-K2, CP-RP 235-25, 25 mm täckskikt, R1 Standardrecept,
270 mm, typ 8, CPG-K4, CP-RP 270-25-60, 25 mm täckskikt, R1 Standardrecept

Karakteristisk stuklast for bedömning av geoteknisk bärförmåga

Stuklast för påltvärsnitt

Stuklast för skarvtvärsnitt

Stuklast för bergsko

Stuklast för pålelementet, F_stuk

Nominellt täckskikt, c [mm]

Täckskikt utförandetolerans, Δc_dev [mm]

5 minskad täckskiktstolerans (Utökade kontroller)

10 (standard)

Betongrecept

R1 - Standard

R2 - Lågt vct

R3 - Höghållfast

I2 - Infracement

Exponeringsklass med hänsyn till frysning/tining

XF1

XF2

XF3

XF4

Livslängdsklass

L100

L50

Exponeringsklasser för pålelement

Sidomotstånden för normalkonsoliderad kohesionsjord bestäms enligt Pålkommissionen rapport 96:1 supplement 2.

Medelvärde för odränerad skjuvhållfasthet

c_um

kPa

Värdet måste vara mellan 5 och 50. Inga decimaler.

Omräkningsfaktor

Värdet måste vara mellan 0,60 och 1,10

Karakteristisk odränerad skjuvhållfasthet

c_uk

kPa

Dimensionerande odränerad skjuvhållfasthet

c_ud

kPa

Andel långtidslast

a_lt

Värdet måste vara mellan 0 och 100

Sidomotstånden för friktionsjord bestäms enligt Pålkommissionen rapport 96:1 supplement 2.

Jordtyp

Jorddjup

Värdet måste vara mellan 1 och 50

Under grundvattennivå

Över grundvattennivå

Relativ fasthet

Mycket låg

Låg

Medelhög

Hög

Myckethög

Tillväxtfaktor

n_h

MPa/m

GrowthFactorValidationText

Effektiv vertikalspänning

σ'_v

kN/m²

Värdet måste vara mellan 10 och 500

Friktionsvinkel

φ_k

Värdet måste vara mellan 25 och 45

φ_d

Värdet måste vara mellan 25 och 45

Passiv jordtryckskoefficient

K_pk

EarthPressureCoValidationText

K_pd

EarthPressureCoValidationText

SLS

k_k·d

kPa

Värdet måste vara mellan 100 och 100000

q_yk

kPa

Värdet måste vara mellan 10 och 5000

y_yk/d

m/m

Värde > 1 inte tillåtet. Justera din inmatning.

CENTRUM PÆLE END USER LICENSE AGREEMENT FOR CALCULATION AND DRAWING SOFTWARE

IMPORTANT-READ CAREFULLY: This End User License Agreement (the "Agreement") for use of the calculation and drawing programme and any information on centrumpileselect.com (collectively the "Software") constitutes a valid and binding agreement between you (being either an individual or an entity) and Centrum Pæle A/S, company registration number (CVR) 27242561, Grønlandsvej 96, 7100 Vejle, Denmark ("Centrum Pæle"). The Software includes any documentation and any updates and upgrades that Centrum Pæle may make available to you during the term of this Agreement. You must accept this Agreement in order to use the Software in accordance with the terms set forth herein.

BY ACCESSING AND/OR USING THE SOFTWARE, YOU AGREE TO BE BOUND BY THE TERMS OF THIS AGREEMENT. IF YOU DO NOT AGREE TO THE TERMS OF THIS AGREEMENT, DO NOT USE THE SOFTWARE.

LICENSE GRANT AND PROPRIETARY RIGHTS

1.1

The Software may only be used as it is made available by Centrum Pæle on the web. Subject to the terms of this Agreement, Centrum Pæle hereby grants you a limited, non-exclusive, personal, non-sublicensable, non-assignable right to use the Software as it is made available on the web only. The Software may not be downloaded, nor used through other systems, portals etc. Moreover, you may not use any automatic device, program, algorithm, or methodology, or any similar manual process, to access or acquire data from the Software.

1.2

You hereby assign to Centrum Pæle free of charge all rights and interests in any feedback or other information you provide to Centrum Pæle in relation to the Software.

DISCLAIMER AND LIMITATION OF LIABILITY

2.1

Any use of information in the Software is on your own responsibility and risk. The Software (including the entire website, the drawing generator, and the calculation programme) are updated from time to time, however, Centrum Pæle does not guarantee that data and information are up to date or correct.

2.2

The Software is provided “as is”, and Centrum Pæle, and associated companies, disclaim all warranties and conditions regarding the Software either expressed or implied, including without limitation warranties and conditions of title and non-infringement of the rights of third parties and implied warranties or conditions of merchantability and fitness for a particular purpose. Centrum Pæle does not warrant that the Software will always be accessible, uninterrupted, timely, secure, accurate, complete or error-free, nor does Centrum Pæle warrant any connection to or transmission from the internet or other types of communication.

2.3

Centrum Pæle disclaims liability for any direct or indirect loss or damages, including without limitation loss or corruption of data, damages to hardware and connected equipment, lost profits, lost savings or any other incidental, special, punitive, exemplary, consequential or other financial losses or damages, even if Centrum Pæle was informed of their possibility. Data entered into the Software will not be saved for your later access or use after finalisation of the calculation or drawing generation.

2.4

Static calculations provided using the Software serves as an aid to customers and other users in the selection of a pile element. You accept and agree that Centrum Pæle, and associated companies, cannot be held liable in any way for errors, irrelevant or misleading results, inaccuracies or for any consequences of your use of the results of the calculations made by the Software no matter whether they are correct or not.

2.5

The indications given of the lifetime and other properties cannot be interpreted as an undertaking or guarantee provided by Centrum Pæle or associated companies. Such information is provided only as a mean for choosing products in relation to the expected working life.

2.6

There is no automatic correlation between individual parts of the Software; the drawing program Centrum Drawings and the calculation program Centrum Pile Calculator. Drawings and calculations must therefore be configured separately. Centrum Pæle A/S assumes no responsibility for whether the configuration and/or drawing meets project and/or standard-specific requirements.

PRIVACY AND COOKIES

3.1

When using the Software, certain technical information may temporarily be recorded for technical or security purposes. Any data entered into the Software will not be stored or processed by Centrum Pæle after finalisation of the calculation and report generation.

3.2

The website centrumpileselect.com may use cookies. A cookie is a tiny data file that is saved on your computer in order to keep track of what happens during your visit, as well as to be able to recognise the computer. A cookie is not a programme and cannot contain viruses. The purpose of a cookie is to generate anonymous statistics, and the information cannot be traced back to you.

3.3

The use of cookies is necessary for the website to function properly. The number of visitors, users' navigation patterns on the site, and the way in which they access the site is tracked.

3.4

When using the Software to generate a drawing, the user is required to provide an email address in order to receive a generated drawing. The information provided by the user is automatically deleted after returning the drawing to the user.

COMPLIANCE WITH LOCAL LAW

4.1

You are responsible for complying with any local laws in your jurisdiction which might impact your right to import, export or use the Software or any hardware or equipment connected to or controlled by the Software, and you represent that you have complied with any regulations or registration procedures required by applicable law to make this license enforceable. if the laws applicable to your use of the Software would prohibit the enforceability of this Agreement, or impose any additional burdens on Centrum Pæle, or confer any rights to you that are materially different from this Agreement, then you are not authorized to use the Software.

GOVERNING LAW

5.1

This Agreement shall be governed by and construed in accordance with Danish law. Any and all disputes arising between the parties shall be settled by the ordinary Danish courts with the Court of Aarhus, Denmark as the court of first instance.

Centrum pålelement

Beräkningsförhållanden

Jordens hållfasthet

Beräknar... Beräknar...

Beräkningsresultat ULS

Beräknar... Beräknar...

Beräkningsresultat SLS

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