




已閱讀5頁,還剩28頁未讀, 繼續(xù)免費(fèi)閱讀
版權(quán)說明:本文檔由用戶提供并上傳,收益歸屬內(nèi)容提供方,若內(nèi)容存在侵權(quán),請進(jìn)行舉報(bào)或認(rèn)領(lǐng)
文檔簡介
british standard bs en13791:2007assessment of in-situ compressive strength in structures and precast concrete componentsthe european standard en 13791:2007 has the status of abritish standardics 91.080.40 bs en 13791:2007national forewordthis british standard was published by bsi. it is the uk implementation of en 13791:2007. it partially supersedes bs 6089:1981 which will be withdrawn on publication of complementary guidance (currently in preparation).the uk participation in its preparation was entrusted by technical committeeb/517, concrete, to subcommittee b/517/1, concrete production and testing.a list of organizations represented on b/517/1 can be obtained on request to its secretary.a national annex na (informative) is included, which provides additional guidance for use in the uk.this publication does not purport to include all the necessary provisions of a contract. users are responsible for its correct application.compliance with a british standard cannot confer immunity from legal obligations.amd. no.datecommentsthis british standard was published under the authority of the standards policy and strategy committeeon 28 february 2007 bsi 2007isbn 978 0 580 50271 2amendments issued since publicationeuropean standard norme europenneeuropische normen 13791january 2007ics 91.080.40english versionassessment of in-situ compressive strength in structures and precast concrete componentsevaluation de la rsistance la compression du bton en place dans les structures et les lments prfabriqusbewertung der druckfestigkeit von beton in bauwerken oder in bauwerksteilenthis european standard was approved by cen on 10 november 2006.cen members are bound to comply with the cen/cenelec internal regulations which stipulate the conditions for giving this european standard the status of a national standard without any alteration. up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the cen management centre or to any cen member.this european standard exists in three official versions (english, french, german). a version in any other language made by translation under the responsibility of a cen member into its own language and notified to the cen management centre has the same status as the official versions.cen members are the national standards bodies of austria, belgium, bulgaria, cyprus, czech republic, denmark, estonia, finland, france, germany, greece, hungary, iceland, ireland, italy, latvia, lithuania, luxembourg, malta, netherlands, norway, poland, portugal, romania, slovakia, slovenia, spain, sweden, switzerland and united kingdom.european committee for standardization c o m i t eur o p en de nor m a l i s a ti on eur o p i s c h es kom i tee f r nor m ung management centre: rue de stassart, 36 b-1050 brussels 2007 cenall rights of exploitation in any form and by any means reserved worldwide for cen national members.ref. no. en 13791:2007: een 13791:2007 (e)contentspageforeword.4introduction .51scope .72normative references .73terms and definitions .84symbols and abbreviations .95principles .106characteristic in-situ compressive strength in relation to compressive strength class .107assessment of characteristic in-situ compressive strength by testing of cores .117.1specimens .117.2number of test specimens .117.3assessment .117.3.1general.117.3.2approach a.127.3.3approach b.128assessment of characteristic in-situ compressive strength by indirect methods .138.1general.138.1.1methods .138.1.2alternative 1 direct correlation with cores .138.1.3alternative 2 calibration with cores for a limited strength range using an established relationship.148.2indirect tests correlated with in-situ compressive strength, (alternative 1) .148.2.1application .148.2.2testing procedure.148.2.3establishing the relationship between test result and in-situ compressive strength .148.2.4assessment of in-situ compressive strength .148.3use of a relationship determined from a limited number of cores and a basic curve, (alter- native 2) .158.3.1general.158.3.2testing .158.3.3procedure .158.3.4validity of relationships .198.3.5estimation of in-situ compressive strength.198.4combination of in-situ strength test results by various test methods .199assessment where conformity of concrete based on standard tests is in doubt: .2010assessment report .21annex a (informative) factors influencing core strength.22a.1general.22a.2concrete characteristics .22a.2.1moisture content .22a.2.2voidage .22a.2.3direction relative to the casting .22a.2.4imperfections .22a.3testing variables.22a.3.1diameter of core.22a.3.2length/diameter ratio .2327a.3.3flatness of end surfaces . 23a.3.4capping of end surfaces. 23a.3.5effect of drilling . 23a.3.6reinforcement . 23annex b (informative) factors influencing results by indirect test methods . 24b.1rebound hammer tests. 24b.2ultrasonic pulse velocity measurements. 24b.3pull-out tests . 24annex c (informative) concepts concerning the relationship between in-situ strength andstrength from standard test specimens . 25annex d (informative) guidelines for planning, sampling and evaluation of test results whenassessing in-situ strength . 26d.1planning. 26d.2sampling. 26d.3testing programme . 26d.4assessment . 27national annex na (informative) additional guidance for uk users . 29bibliography. 28forewordthis document (en 13791:2007) has been prepared by technical committee cen/tc 104 “concrete and related products”, the secretariat of which is held by din.this european standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by july 2007, and conflicting national standards shall be withdrawn at the latest by july 2007.according to the cen/cenelec internal regulations, the national standards organizations of the following countries are bound to implement this european standard: austria, belgium, bulgaria, cyprus, czech republic, denmark, estonia, finland, france, germany, greece, hungary, iceland, ireland, italy, latvia, lithuania, luxembourg, malta, netherlands, norway, poland, portugal, romania, slovakia, slovenia, spain, sweden, switzerland and united kingdom.introductionthis european standard provides techniques for estimating in-situ compressive strength in concrete structures and precast concrete components. testing in-situ strength takes into account the effects of both the materials and execution (compaction, curing, etc.).these tests do not replace concrete testing according to en 206-1.en 206-1 refers to the guidance of this standard for assessing the strength in structures and precast concrete components.the following examples illustrate where this estimate of in-situ strength of concrete may be required: when an existing structure is to be modified or redesigned; to assess structural adequacy when doubt arises about the compressive strength in the structure due to defective workmanship, deterioration of concrete due to fire or other causes; when an assessment of the in-situ concrete strength is needed during construction; to assess structural adequacy in the case of non-conformity of the compressive strength obtained from standard test specimens; assessment of conformity of the in-situ concrete compressive strength when specified in a specification or product standard.where identified in this standard, national provisions are permitted or required.an outline of the procedures for these different uses of this standard is given in flowchart 1.for specific production conditions and constituent materials, development of economic design where permitted by national provisions may be possible through the assessing the partial safety factor, gc from knowledge of the in-situ compressive strength and the strength of standard test specimens.when assessing compressive strengths in cases other than checking the quality of the concrete or the workmanship during execution or before accepting the structure for use, the appropriate reduction in the partial safety factor should be determined on a case-by-case basis according to national provisions.flowchart 11scopethis european standard: gives methods and procedures for the assessment of the in-situ compressive strength of concrete in structures and precast concrete components; provides principles and guidance for establishing the relationships between test results from indirect test methods and the in-situ core strength; provides guidance for the assessment of the in-situ concrete compressive strength in structures or precast concrete components by indirect or combined methods.this european standard does not include the following cases: where indirect methods are used without correlation to core strength; assessment based on cores less than 50 mm in diameter; assessment based on less than 3 cores; use of microcores.notein these cases provisions valid in place of use apply.this european standard is not for the assessment of conformity of concrete compressive strength in accordance with en 206-1 or en 13369 except as indicated in en 206-1:2000, or 8.4.2normative referencesthe following referenced documents are indispensable for the application of this document. for dated references, only the edition cited applies. for undated references, the latest edition of the referenced document (including any amendments) applies.en 206-1:2000, concrete part 1: specification, performance, production and conformityen 12350-1,testing fresh concrete part 1: samplingen 12390-1, testing hardened concrete - part 1: shape, dimensions and other requirements for specimens and mouldsen 12390-2, testing hardened concrete part 2: making and curing specimens for strength testsen 12390-3, testing hardened concrete part 3: compressive strength of test specimensen 12504-1, testing concrete in structures part 1: cored specimens taking, examining and testing in compressionen 12504-2, testing concrete in structures part 2: non-destructive testing determination of rebound numberen 12504-3, testing concrete in structures part 3: determination of pull-out forceen 12504-4, testing concrete in structures part 4: determination of ultrasonic pulse velocity3terms and definitionsfor the purposes of this european standard, the terms and definitions given in en 206-1:2000 and the following apply.3.1standard compressive strengthcompressive strength determined on standard test specimens (cubes or cylinders) which are sampled, made, cured and tested in accordance with en 12350-1, en 12390-2 and en 12390-33.2core compressive strengthcompressive strength of a core determined in accordance with en 12504-13.3in-situ compressive strengthstrength in a structural element or precast concrete components expressed in terms of
溫馨提示
- 1. 本站所有資源如無特殊說明,都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請下載最新的WinRAR軟件解壓。
- 2. 本站的文檔不包含任何第三方提供的附件圖紙等,如果需要附件,請聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
- 3. 本站RAR壓縮包中若帶圖紙,網(wǎng)頁內(nèi)容里面會(huì)有圖紙預(yù)覽,若沒有圖紙預(yù)覽就沒有圖紙。
- 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
- 5. 人人文庫網(wǎng)僅提供信息存儲空間,僅對用戶上傳內(nèi)容的表現(xiàn)方式做保護(hù)處理,對用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯,并不能對任何下載內(nèi)容負(fù)責(zé)。
- 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容,請與我們聯(lián)系,我們立即糾正。
- 7. 本站不保證下載資源的準(zhǔn)確性、安全性和完整性, 同時(shí)也不承擔(dān)用戶因使用這些下載資源對自己和他人造成任何形式的傷害或損失。
最新文檔
- 2025-2030智能語音交互設(shè)備市場分析及多場景滲透與核心技術(shù)壁壘突破
- 2025-2030中國高端數(shù)控機(jī)床技術(shù)突破及投資價(jià)值分析報(bào)告
- 大型創(chuàng)意活動(dòng)方案
- 多彩活動(dòng)做盲盒活動(dòng)方案
- 大班愛眼活動(dòng)方案
- 多巴胺團(tuán)建活動(dòng)方案
- 多元化支部活動(dòng)方案
- 夏季餐館啤酒活動(dòng)方案
- 外賣剪發(fā)活動(dòng)方案
- 大班畢業(yè)助教活動(dòng)方案
- 2025年山東產(chǎn)權(quán)交易集團(tuán)有限公司招聘筆試參考題庫含答案解析
- 《浙江市政預(yù)算定額(2018版)》(第七冊-第九冊)
- DB32-T 4878-2024 居住區(qū)供配電設(shè)施建設(shè)標(biāo)準(zhǔn)
- 2025年河北交通投資集團(tuán)公司招聘筆試參考題庫含答案解析
- 藥品配送包裝及運(yùn)輸方案
- 經(jīng)濟(jì)師考試知識產(chǎn)權(quán)高級經(jīng)濟(jì)實(shí)務(wù)新考綱題庫詳解(2025年)
- 新課標(biāo)(水平三)體育與健康《籃球》大單元教學(xué)計(jì)劃及配套教案(18課時(shí))
- 醫(yī)院培訓(xùn)課件:《失血性休克的急救護(hù)理》
- 2024年北京市中考生物真題卷及答案解析
- 華東理工大學(xué)《藥物設(shè)計(jì)與新藥發(fā)現(xiàn)-小分子藥物》2023-2024學(xué)年第一學(xué)期期末試卷
- 新質(zhì)生產(chǎn)力促進(jìn)遼寧經(jīng)濟(jì)高質(zhì)量發(fā)展研究
評論
0/150
提交評論