title: ÐÐ¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ðµ Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÐ¸ Ð±ÐµÑÐ¾Ð½Ð° Ð¼ÐµÑÐ¾Ð´Ð¾Ð¼ Ð¾ÑÑÑÐ²Ð° ÑÐ¾ ÑÐºÐ°Ð»ÑÐ²Ð°Ð½Ð¸ÐµÐ¼ Ñ ÑÑÐµÑÐ¾Ð¼ Ð²Ð»Ð¸ÑÐ½Ð¸Ñ Ð½Ð° ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ Ð¿Ð»Ð°ÑÑÐ¸ÑÐ¸ÑÐ¸ÑÑÑÑÐ¸Ñ Ð´Ð¾Ð±Ð°Ð²Ð¾Ðº
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¼Ð°Ð³Ð¸ÑÑÑÐ°
titleType: Subtitle
title: Determination of the strength of concrete by pull-out test method taking into account the influence on the results of plasticizing additives
Creators: name: ÐÐ¾Ð»Ð¾Ð²Ð½Ð¸ÐºÐ¾Ð², ÐÐ°ÐºÑÐ¸Ð¼
Publisher: name: Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÑÐºÐ¸Ð¹ Ð¿Ð¾Ð»Ð¸ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ½Ð¸Ð²ÐµÑÑÐ¸ÑÐµÑ ÐÐµÑÑÐ° ÐÐµÐ»Ð¸ÐºÐ¾Ð³Ð¾
Year: 2019
Subjects: ÐÐµÑÐ¾Ð½Ð½ÑÐµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
ÐÐµÑÐ¾Ð½
ÐÐ»Ð°ÑÑÐ¸ÑÐ¸ÐºÐ°ÑÐ¾ÑÑ
ÐÐ½ÐºÐµÑÑ
Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÑ Ð½Ð° ÑÐ¶Ð°ÑÐ¸Ðµ
Ð¾ÑÑÑÐ² ÑÐ¾ ÑÐºÐ°Ð»ÑÐ²Ð°Ð½Ð¸ÐµÐ¼
Ð½ÐµÑÐ°Ð·ÑÑÑÐ°ÑÑÐ¸Ðµ Ð¼ÐµÑÐ¾Ð´Ñ

description: ÐÐ¾Ð½ÑÑÐ¾Ð»Ñ Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÐ¸ Ð±ÐµÑÐ¾Ð½Ð½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ ÑÐ²Ð»ÑÐµÑÑÑ Ð²Ð°Ð¶Ð½Ð¾Ð¹ Ð·Ð°Ð´Ð°ÑÐµÐ¹ Ð¿ÑÐ¸ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ðµ Ð¸ Ð¾Ð±ÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ð¹ Ð·Ð´Ð°Ð½Ð¸Ð¹ Ð¸ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹. ÐÐ°Ð¸Ð±Ð¾Ð»ÐµÐµ Ð´Ð¾ÑÑÑÐ¿Ð½ÑÐ¼Ð¸ ÑÐ¿Ð¾ÑÐ¾Ð±Ð°Ð¼Ð¸ ÑÐµÑÐµÐ½Ð¸Ñ Ð´Ð°Ð½Ð½Ð¾Ð¹ Ð·Ð°Ð´Ð°ÑÐ¸ ÑÐ²Ð»ÑÐµÑÑÑ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ðµ Ð½ÐµÑÐ°Ð·ÑÑÑÐ°ÑÑÐ¸Ñ Ð¼ÐµÑÐ¾Ð´Ð¾Ð² ÐºÐ¾Ð½ÑÑÐ¾Ð»Ñ Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÐ¸, Ð² ÑÐ°ÑÑÐ½Ð¾ÑÑÐ¸, Ð¼ÐµÑÐ¾Ð´Ð° Ð¾ÑÑÑÐ²Ð° ÑÐ¾ ÑÐºÐ°Ð»ÑÐ²Ð°Ð½Ð¸ÐµÐ¼. ÐÐ°Ð½Ð½ÑÐ¹ Ð¼ÐµÑÐ¾Ð´ Ð±ÑÐ» Ð¾ÑÐ½Ð¾Ð²Ð°Ð½ Ð½Ð° Ð·Ð°Ð²Ð¸ÑÐ¸Ð¼Ð¾ÑÑÐ¸ ÑÑÐ¸Ð»Ð¸Ñ Ð²ÑÑÑÐ²Ð° Ð°Ð½ÐºÐµÑÐ° Ð¸Ð· ÑÐµÐ»Ð° Ð±ÐµÑÐ¾Ð½Ð° Ñ ÑÐµÐ°Ð»ÑÐ½Ð¾Ð¹ Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÑÑ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð°, Ð¿ÑÐ¸ ÑÑÐ¾Ð¼ ÐºÐ¾ÑÑÑÐ¸ÑÐ¸ÐµÐ½ÑÑ Ð¿ÑÐ¾Ð¿Ð¾ÑÑÐ¸Ð¾Ð½Ð°Ð»ÑÐ½Ð¾ÑÑÐ¸ Ð´Ð°Ð½Ð½Ð¾Ð¹ Ð·Ð°Ð²Ð¸ÑÐ¸Ð¼Ð¾ÑÑÐ¸ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÑÐ»Ð¸ÑÑ ÑÐ¼Ð¿Ð¸ÑÐ¸ÑÐµÑÐºÐ¸Ð¼ ÑÐ¿Ð¾ÑÐ¾Ð±Ð¾Ð¼ Ð´Ð»Ñ ÑÐ¾ÑÑÐ°Ð²Ð¾Ð² Ð±ÐµÑÐ¾Ð½Ð° Ð² ÐºÐ¾ÑÐ¾ÑÑÑ Ð½Ðµ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð»Ð¸ÑÑ ÑÐ¾Ð²ÑÐµÐ¼ÐµÐ½Ð½ÑÐµ Ð¿Ð»Ð°ÑÑÐ¸ÑÐ¸ÑÐ¸ÑÑÑÑÐ¸Ðµ Ð´Ð¾Ð±Ð°Ð²ÐºÐ¸. Ð Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ñ Ð¸ÑÐ¿ÑÑÐ°Ð½Ð¸Ñ Ð±ÐµÑÐ¾Ð½Ð½ÑÑ ÑÐ¾ÑÑÐ°Ð²Ð¾Ð² Ñ Ð´Ð¾Ð±Ð°Ð²ÐºÐ°Ð¼Ð¸ Ð² Ð»Ð°Ð±Ð¾ÑÐ°ÑÐ¾ÑÐ½ÑÑ ÑÑÐ»Ð¾Ð²Ð¸ÑÑ, Ð´Ð»Ñ Ð²ÑÑÐ²Ð»ÐµÐ½Ð¸Ñ Ð·Ð°Ð²Ð¸ÑÐ¸Ð¼Ð¾ÑÑÐ¸ Ð¸ Ð²ÑÑÐ¸ÑÐ»ÐµÐ½Ð¸Ñ ÐºÐ¾ÑÑÑÐ¸ÑÐ¸ÐµÐ½ÑÐ¾Ð² Ð¿ÑÐ¾Ð¿Ð¾ÑÑÐ¸Ð¾Ð½Ð°Ð»ÑÐ½Ð¾ÑÑÐ¸ Ð¼ÐµÑÐ¾Ð´Ð° Ð¾ÑÑÑÐ²Ð° ÑÐ¾ ÑÐºÐ°Ð»ÑÐ²Ð°Ð½Ð¸ÐµÐ¼. Ð ÐµÐ·ÑÐ»ÑÑÐ°ÑÑ, Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÐµ Ð² Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ, Ð¼Ð¾Ð³ÑÑ Ð¿Ð¾Ð¼Ð¾ÑÑ ÑÐ½Ð¸Ð·Ð¸ÑÑ Ð¿Ð¾Ð³ÑÐµÑÐ½Ð¾ÑÑÑ Ð¸Ð·Ð¼ÐµÑÐµÐ½Ð¸Ð¹ Ð¼ÐµÑÐ¾Ð´Ð¾Ð¼ Ð¾ÑÑÑÐ²Ð° ÑÐ¾ ÑÐºÐ°Ð»ÑÐ²Ð°Ð½Ð¸ÐµÐ¼.
description: Control of the strength of concrete structures is an important task in the construction and inspection of buildings and structures. The most accessible ways to solve this problem is the use of non-destructive methods of strength control, in particular, the pull-out test method. This method was based on the dependence of the pulling force an anchor from a concrete body with the real strength of the material, while the proportionality coefficients of this dependence were determined empirically for concrete compositions that did not use modern plasticizing agents. In this work, tests of concrete compositions with additives in laboratory conditions were carried out to identify the dependence and calculate the proportionality coefficients of the pull-out test method. The results obtained in this paper can help to reduce the measurement error by the method of separation with chipping.