Мы находимся:
Мы находимся:
г. Москва, ул. Ибрагимова, д.35, стр.2
Электронная почта:
Электронная почта:
office@itcsk.ru
Контактный телефон:
Контактный телефон:
+7 (499) 302-19-07
Мессенджеры:
Мессенджеры:
		Array
(
    [DATE_CREATE] => 04.07.2022 18:54:13
    [~DATE_CREATE] => 04.07.2022 18:54:13
    [ID] => 957
    [~ID] => 957
    [NAME] => Визуально-инструментальное обследование трещин на объекте строительства
    [~NAME] => Визуально-инструментальное обследование трещин на объекте строительства
    [IBLOCK_ID] => 23
    [~IBLOCK_ID] => 23
    [IBLOCK_SECTION_ID] => 
    [~IBLOCK_SECTION_ID] => 
    [DETAIL_TEXT] => Специалистами ИТЦ Профитэк проведено визуально-инструментальное обследование трещин на объекте строительства

Дата проведения испытаний: 24.06.2022
Заказчик: ООО «Аракис»
Ответственный исполнитель: С.А. Рябов
Объект: гараж для коммунальной техники с пристроенным административно-бытовым комплексом 
Виды работ:
- проведение замеров по ширине раскрытия трещин
- проведение замеров по глубине распространения трещин
- поиск арматуры магнитным сканером
Оборудование:
- ультразвуковой тестер UK1401
- сканер FERROSCAN PS300
- прибор для отрыва со скалыванием ПОС-60МГ4
Заключение:
В результате проведения испытаний выявлены:
- множественные усадочные вертикальные и горизонтальные трещины на колоннах
- глубина трещин
- ширина раскрытия трещин
- средняя прочность бетона испытанных конструкций
- оценка влияния на несущую способность







[~DETAIL_TEXT] => Специалистами ИТЦ Профитэк проведено визуально-инструментальное обследование трещин на объекте строительства

Дата проведения испытаний: 24.06.2022
Заказчик: ООО «Аракис»
Ответственный исполнитель: С.А. Рябов
Объект: гараж для коммунальной техники с пристроенным административно-бытовым комплексом 
Виды работ:
- проведение замеров по ширине раскрытия трещин
- проведение замеров по глубине распространения трещин
- поиск арматуры магнитным сканером
Оборудование:
- ультразвуковой тестер UK1401
- сканер FERROSCAN PS300
- прибор для отрыва со скалыванием ПОС-60МГ4
Заключение:
В результате проведения испытаний выявлены:
- множественные усадочные вертикальные и горизонтальные трещины на колоннах
- глубина трещин
- ширина раскрытия трещин
- средняя прочность бетона испытанных конструкций
- оценка влияния на несущую способность







[DETAIL_TEXT_TYPE] => html [~DETAIL_TEXT_TYPE] => html [PREVIEW_TEXT] => 24 июня 2022
Заказчик: ООО «Аракис»
Объект: Гараж для коммунальной техники с пристроенным административно-бытовым комплексом
Ответственный исполнитель: С.А. Рябов [~PREVIEW_TEXT] => 24 июня 2022
Заказчик: ООО «Аракис»
Объект: Гараж для коммунальной техники с пристроенным административно-бытовым комплексом
Ответственный исполнитель: С.А. Рябов [PREVIEW_TEXT_TYPE] => html [~PREVIEW_TEXT_TYPE] => html [DETAIL_PICTURE] => [~DETAIL_PICTURE] => [TIMESTAMP_X] => 14.03.2024 19:21:38 [~TIMESTAMP_X] => 14.03.2024 19:21:38 [ACTIVE_FROM] => 10.03.2022 [~ACTIVE_FROM] => 10.03.2022 [LIST_PAGE_URL] => /novosti/ [~LIST_PAGE_URL] => /novosti/ [DETAIL_PAGE_URL] => /novosti/Vizualnoinstrumentalnoeobsledovanietreshchinnaobektestroitelstva/ [~DETAIL_PAGE_URL] => /novosti/Vizualnoinstrumentalnoeobsledovanietreshchinnaobektestroitelstva/ [LANG_DIR] => / [~LANG_DIR] => / [CODE] => Vizualnoinstrumentalnoeobsledovanietreshchinnaobektestroitelstva [~CODE] => Vizualnoinstrumentalnoeobsledovanietreshchinnaobektestroitelstva [EXTERNAL_ID] => 957 [~EXTERNAL_ID] => 957 [IBLOCK_TYPE_ID] => news [~IBLOCK_TYPE_ID] => news [IBLOCK_CODE] => furnitureNewsS1 [~IBLOCK_CODE] => furnitureNewsS1 [IBLOCK_EXTERNAL_ID] => furniture_news_s1 [~IBLOCK_EXTERNAL_ID] => furniture_news_s1 [LID] => s1 [~LID] => s1 [NAV_RESULT] => [DISPLAY_ACTIVE_FROM] => 10 марта 2022 [IPROPERTY_VALUES] => Array ( [ELEMENT_META_TITLE] => [ELEMENT_META_KEYWORDS] => [ELEMENT_META_DESCRIPTION] => <span style="font-size: 13pt; color: #7d7d7d;"><u>24 июня 2022</u></span><b><br> </b><b>Заказчик:</b> ООО «Аракис»<br> <b>Объект: </b>Гараж для коммунальной техники с пристроенным административно-бытовым комплексом<br> <b>Ответственный исполнитель:</b> С.А. Рябов ) [FIELDS] => Array ( [DATE_CREATE] => 04.07.2022 18:54:13 ) [PROPERTIES] => Array ( [BROWSER_TITLE] => Array ( [ID] => 88 [TIMESTAMP_X] => 2022-02-24 13:35:26 [IBLOCK_ID] => 23 [NAME] => Заголовок браузера [ACTIVE] => Y [SORT] => 500 [CODE] => BROWSER_TITLE [DEFAULT_VALUE] => [PROPERTY_TYPE] => S [ROW_COUNT] => 1 [COL_COUNT] => 30 [LIST_TYPE] => L [MULTIPLE] => N [XML_ID] => 13 [FILE_TYPE] => [MULTIPLE_CNT] => 5 [TMP_ID] => [LINK_IBLOCK_ID] => 0 [WITH_DESCRIPTION] => N [SEARCHABLE] => N [FILTRABLE] => N [IS_REQUIRED] => N [VERSION] => 1 [USER_TYPE] => [USER_TYPE_SETTINGS] => [HINT] => [PROPERTY_VALUE_ID] => [VALUE] => [DESCRIPTION] => [VALUE_ENUM] => [VALUE_XML_ID] => [VALUE_SORT] => [~VALUE] => [~DESCRIPTION] => [~NAME] => Заголовок браузера [~DEFAULT_VALUE] => ) [KEYWORDS] => Array ( [ID] => 89 [TIMESTAMP_X] => 2022-02-24 13:35:26 [IBLOCK_ID] => 23 [NAME] => Ключевые слова [ACTIVE] => Y [SORT] => 500 [CODE] => KEYWORDS [DEFAULT_VALUE] => [PROPERTY_TYPE] => S [ROW_COUNT] => 1 [COL_COUNT] => 30 [LIST_TYPE] => L [MULTIPLE] => N [XML_ID] => 14 [FILE_TYPE] => [MULTIPLE_CNT] => 5 [TMP_ID] => [LINK_IBLOCK_ID] => 0 [WITH_DESCRIPTION] => N [SEARCHABLE] => N [FILTRABLE] => N [IS_REQUIRED] => N [VERSION] => 1 [USER_TYPE] => [USER_TYPE_SETTINGS] => [HINT] => [PROPERTY_VALUE_ID] => [VALUE] => [DESCRIPTION] => [VALUE_ENUM] => [VALUE_XML_ID] => [VALUE_SORT] => [~VALUE] => [~DESCRIPTION] => [~NAME] => Ключевые слова [~DEFAULT_VALUE] => ) [CONTENT] => Array ( [ID] => 90 [TIMESTAMP_X] => 2022-02-24 13:35:26 [IBLOCK_ID] => 23 [NAME] => Содержание [ACTIVE] => Y [SORT] => 500 [CODE] => CONTENT [DEFAULT_VALUE] => [PROPERTY_TYPE] => S [ROW_COUNT] => 1 [COL_COUNT] => 30 [LIST_TYPE] => L [MULTIPLE] => Y [XML_ID] => [FILE_TYPE] => [MULTIPLE_CNT] => 5 [TMP_ID] => [LINK_IBLOCK_ID] => 0 [WITH_DESCRIPTION] => Y [SEARCHABLE] => N [FILTRABLE] => N [IS_REQUIRED] => N [VERSION] => 1 [USER_TYPE] => [USER_TYPE_SETTINGS] => [HINT] => [PROPERTY_VALUE_ID] => [VALUE] => [DESCRIPTION] => [VALUE_ENUM] => [VALUE_XML_ID] => [VALUE_SORT] => [~VALUE] => [~DESCRIPTION] => [~NAME] => Содержание [~DEFAULT_VALUE] => ) [RELATED_SERVICES] => Array ( [ID] => 91 [TIMESTAMP_X] => 2022-02-24 13:35:26 [IBLOCK_ID] => 23 [NAME] => Связанные услуги [ACTIVE] => Y [SORT] => 500 [CODE] => RELATED_SERVICES [DEFAULT_VALUE] => [PROPERTY_TYPE] => E [ROW_COUNT] => 1 [COL_COUNT] => 30 [LIST_TYPE] => L [MULTIPLE] => Y [XML_ID] => [FILE_TYPE] => [MULTIPLE_CNT] => 5 [TMP_ID] => [LINK_IBLOCK_ID] => 0 [WITH_DESCRIPTION] => N [SEARCHABLE] => N [FILTRABLE] => N [IS_REQUIRED] => N [VERSION] => 1 [USER_TYPE] => [USER_TYPE_SETTINGS] => [HINT] => [PROPERTY_VALUE_ID] => Array ( [0] => 3107 [1] => 3108 [2] => 3109 [3] => 3110 [4] => 3111 ) [VALUE] => Array ( [0] => 833 [1] => 371 [2] => 818 [3] => 370 [4] => 520 ) [DESCRIPTION] => Array ( [0] => [1] => [2] => [3] => [4] => ) [VALUE_ENUM] => [VALUE_XML_ID] => [VALUE_SORT] => [~VALUE] => Array ( [0] => 833 [1] => 371 [2] => 818 [3] => 370 [4] => 520 ) [~DESCRIPTION] => Array ( [0] => [1] => [2] => [3] => [4] => ) [~NAME] => Связанные услуги [~DEFAULT_VALUE] => ) [RELATED_ARTICLES] => Array ( [ID] => 92 [TIMESTAMP_X] => 2022-02-24 13:35:26 [IBLOCK_ID] => 23 [NAME] => Связанные статьи [ACTIVE] => Y [SORT] => 500 [CODE] => RELATED_ARTICLES [DEFAULT_VALUE] => [PROPERTY_TYPE] => E [ROW_COUNT] => 1 [COL_COUNT] => 30 [LIST_TYPE] => L [MULTIPLE] => Y [XML_ID] => [FILE_TYPE] => [MULTIPLE_CNT] => 5 [TMP_ID] => [LINK_IBLOCK_ID] => 23 [WITH_DESCRIPTION] => N [SEARCHABLE] => N [FILTRABLE] => N [IS_REQUIRED] => N [VERSION] => 1 [USER_TYPE] => [USER_TYPE_SETTINGS] => [HINT] => [PROPERTY_VALUE_ID] => [VALUE] => [DESCRIPTION] => [VALUE_ENUM] => [VALUE_XML_ID] => [VALUE_SORT] => [~VALUE] => [~DESCRIPTION] => [~NAME] => Связанные статьи [~DEFAULT_VALUE] => ) [AUTHOR] => Array ( [ID] => 93 [TIMESTAMP_X] => 2022-02-24 13:35:26 [IBLOCK_ID] => 23 [NAME] => Автор [ACTIVE] => Y [SORT] => 500 [CODE] => AUTHOR [DEFAULT_VALUE] => [PROPERTY_TYPE] => S [ROW_COUNT] => 1 [COL_COUNT] => 30 [LIST_TYPE] => L [MULTIPLE] => N [XML_ID] => [FILE_TYPE] => [MULTIPLE_CNT] => 5 [TMP_ID] => [LINK_IBLOCK_ID] => 0 [WITH_DESCRIPTION] => N [SEARCHABLE] => N [FILTRABLE] => N [IS_REQUIRED] => N [VERSION] => 1 [USER_TYPE] => [USER_TYPE_SETTINGS] => [HINT] => [PROPERTY_VALUE_ID] => [VALUE] => [DESCRIPTION] => [VALUE_ENUM] => [VALUE_XML_ID] => [VALUE_SORT] => [~VALUE] => [~DESCRIPTION] => [~NAME] => Автор [~DEFAULT_VALUE] => ) [SERVICES_YES] => Array ( [ID] => 123 [TIMESTAMP_X] => 2022-11-29 10:20:25 [IBLOCK_ID] => 23 [NAME] => Отображать услуги [ACTIVE] => Y [SORT] => 500 [CODE] => SERVICES_YES [DEFAULT_VALUE] => [PROPERTY_TYPE] => S [ROW_COUNT] => 1 [COL_COUNT] => 30 [LIST_TYPE] => L [MULTIPLE] => N [XML_ID] => [FILE_TYPE] => [MULTIPLE_CNT] => 5 [TMP_ID] => [LINK_IBLOCK_ID] => 0 [WITH_DESCRIPTION] => N [SEARCHABLE] => N [FILTRABLE] => N [IS_REQUIRED] => N [VERSION] => 1 [USER_TYPE] => directory [USER_TYPE_SETTINGS] => Array ( [size] => 1 [width] => 0 [group] => N [multiple] => N [TABLE_NAME] => b_hlbd_otobrazhatuslugi ) [HINT] => [PROPERTY_VALUE_ID] => [VALUE] => [DESCRIPTION] => [VALUE_ENUM] => [VALUE_XML_ID] => [VALUE_SORT] => [~VALUE] => [~DESCRIPTION] => [~NAME] => Отображать услуги [~DEFAULT_VALUE] => ) [GEO_POSITION] => Array ( [ID] => 159 [TIMESTAMP_X] => 2025-02-03 08:04:43 [IBLOCK_ID] => 23 [NAME] => Геометка [ACTIVE] => Y [SORT] => 500 [CODE] => GEO_POSITION [DEFAULT_VALUE] => [PROPERTY_TYPE] => S [ROW_COUNT] => 1 [COL_COUNT] => 30 [LIST_TYPE] => L [MULTIPLE] => N [XML_ID] => [FILE_TYPE] => [MULTIPLE_CNT] => 5 [TMP_ID] => [LINK_IBLOCK_ID] => 0 [WITH_DESCRIPTION] => N [SEARCHABLE] => N [FILTRABLE] => N [IS_REQUIRED] => N [VERSION] => 1 [USER_TYPE] => map_yandex [USER_TYPE_SETTINGS] => Array ( ) [HINT] => [PROPERTY_VALUE_ID] => [VALUE] => [DESCRIPTION] => [VALUE_ENUM] => [VALUE_XML_ID] => [VALUE_SORT] => [~VALUE] => [~DESCRIPTION] => [~NAME] => Геометка [~DEFAULT_VALUE] => ) ) [DISPLAY_PROPERTIES] => Array ( [RELATED_SERVICES] => Array ( [ID] => 91 [TIMESTAMP_X] => 2022-02-24 13:35:26 [IBLOCK_ID] => 23 [NAME] => Связанные услуги [ACTIVE] => Y [SORT] => 500 [CODE] => RELATED_SERVICES [DEFAULT_VALUE] => [PROPERTY_TYPE] => E [ROW_COUNT] => 1 [COL_COUNT] => 30 [LIST_TYPE] => L [MULTIPLE] => Y [XML_ID] => [FILE_TYPE] => [MULTIPLE_CNT] => 5 [TMP_ID] => [LINK_IBLOCK_ID] => 0 [WITH_DESCRIPTION] => N [SEARCHABLE] => N [FILTRABLE] => N [IS_REQUIRED] => N [VERSION] => 1 [USER_TYPE] => [USER_TYPE_SETTINGS] => [HINT] => [PROPERTY_VALUE_ID] => Array ( [0] => 3107 [1] => 3108 [2] => 3109 [3] => 3110 [4] => 3111 ) [VALUE] => Array ( [0] => 833 [1] => 371 [2] => 818 [3] => 370 [4] => 520 ) [DESCRIPTION] => Array ( [0] => [1] => [2] => [3] => [4] => ) [VALUE_ENUM] => [VALUE_XML_ID] => [VALUE_SORT] => [~VALUE] => Array ( [0] => 833 [1] => 371 [2] => 818 [3] => 370 [4] => 520 ) [~DESCRIPTION] => Array ( [0] => [1] => [2] => [3] => [4] => ) [~NAME] => Связанные услуги [~DEFAULT_VALUE] => [DISPLAY_VALUE] => Array ( [0] => Определение прочности бетона механическими методами (упругий отскок, ударный импульс, отрыв со скалыванием) по ГОСТ 22690 [1] => Определение прочности бетона ультразвуковым методом по ГОСТ 17624 [2] => Определение прочности бетона по ГОСТ 10180 [3] => Определение геометрических параметров дефектов (трещин) и отслеживания динамики их изменения по ГОСТ 31937, СП 13-102 [4] => Обнаружение внутренних дефектов бетона (трещин, пустот) по ГОСТ 31937, СП 13-102 ) [LINK_ELEMENT_VALUE] => Array ( [833] => Array ( [ID] => 833 [~ID] => 833 [IBLOCK_ID] => 24 [~IBLOCK_ID] => 24 [NAME] => Определение прочности бетона механическими методами (упругий отскок, ударный импульс, отрыв со скалыванием) по ГОСТ 22690 [~NAME] => Определение прочности бетона механическими методами (упругий отскок, ударный импульс, отрыв со скалыванием) по ГОСТ 22690 [DETAIL_PAGE_URL] => /uslugi/obsledovanie-zhelezobetonnykh-konstruktsiy-opredelenie-prochnosti-pravilnosti-armirovaniya-i-t-d-/opredelenie-prochnosti-betona-mekhanicheskimi-metodami-uprugiy-otskok-udarnyy-impuls-otryv-so-skalyv/ [~DETAIL_PAGE_URL] => /uslugi/obsledovanie-zhelezobetonnykh-konstruktsiy-opredelenie-prochnosti-pravilnosti-armirovaniya-i-t-d-/opredelenie-prochnosti-betona-mekhanicheskimi-metodami-uprugiy-otskok-udarnyy-impuls-otryv-so-skalyv/ [PREVIEW_PICTURE] => 911 [~PREVIEW_PICTURE] => 911 [DETAIL_PICTURE] => [~DETAIL_PICTURE] => [SORT] => 3 [~SORT] => 3 [LANG_DIR] => / [~LANG_DIR] => / [CODE] => opredelenie-prochnosti-betona-mekhanicheskimi-metodami-uprugiy-otskok-udarnyy-impuls-otryv-so-skalyv [~CODE] => opredelenie-prochnosti-betona-mekhanicheskimi-metodami-uprugiy-otskok-udarnyy-impuls-otryv-so-skalyv [EXTERNAL_ID] => 833 [~EXTERNAL_ID] => 833 [IBLOCK_SECTION_ID] => 93 [~IBLOCK_SECTION_ID] => 93 [IBLOCK_TYPE_ID] => uslugi [~IBLOCK_TYPE_ID] => uslugi [IBLOCK_CODE] => Services [~IBLOCK_CODE] => Services [IBLOCK_EXTERNAL_ID] => [~IBLOCK_EXTERNAL_ID] => [LID] => s1 [~LID] => s1 ) [371] => Array ( [ID] => 371 [~ID] => 371 [IBLOCK_ID] => 24 [~IBLOCK_ID] => 24 [NAME] => Определение прочности бетона ультразвуковым методом по ГОСТ 17624 [~NAME] => Определение прочности бетона ультразвуковым методом по ГОСТ 17624 [DETAIL_PAGE_URL] => /uslugi/obsledovanie-zhelezobetonnykh-konstruktsiy-opredelenie-prochnosti-pravilnosti-armirovaniya-i-t-d-/opredelenie-prochnosti-betona-ultrazvukovym-metodom-po-gost-17624/ [~DETAIL_PAGE_URL] => /uslugi/obsledovanie-zhelezobetonnykh-konstruktsiy-opredelenie-prochnosti-pravilnosti-armirovaniya-i-t-d-/opredelenie-prochnosti-betona-ultrazvukovym-metodom-po-gost-17624/ [PREVIEW_PICTURE] => 910 [~PREVIEW_PICTURE] => 910 [DETAIL_PICTURE] => [~DETAIL_PICTURE] => [SORT] => 2 [~SORT] => 2 [LANG_DIR] => / [~LANG_DIR] => / [CODE] => opredelenie-prochnosti-betona-ultrazvukovym-metodom-po-gost-17624 [~CODE] => opredelenie-prochnosti-betona-ultrazvukovym-metodom-po-gost-17624 [EXTERNAL_ID] => 371 [~EXTERNAL_ID] => 371 [IBLOCK_SECTION_ID] => 93 [~IBLOCK_SECTION_ID] => 93 [IBLOCK_TYPE_ID] => uslugi [~IBLOCK_TYPE_ID] => uslugi [IBLOCK_CODE] => Services [~IBLOCK_CODE] => Services [IBLOCK_EXTERNAL_ID] => [~IBLOCK_EXTERNAL_ID] => [LID] => s1 [~LID] => s1 ) [818] => Array ( [ID] => 818 [~ID] => 818 [IBLOCK_ID] => 24 [~IBLOCK_ID] => 24 [NAME] => Определение прочности бетона по ГОСТ 10180 [~NAME] => Определение прочности бетона по ГОСТ 10180 [DETAIL_PAGE_URL] => /uslugi/ispytaniya-betona-i-betonnykh-smesey/opredelenie-prochnosti-betona-po-gost-10180/ [~DETAIL_PAGE_URL] => /uslugi/ispytaniya-betona-i-betonnykh-smesey/opredelenie-prochnosti-betona-po-gost-10180/ [PREVIEW_PICTURE] => [~PREVIEW_PICTURE] => [DETAIL_PICTURE] => [~DETAIL_PICTURE] => [SORT] => 1 [~SORT] => 1 [LANG_DIR] => / [~LANG_DIR] => / [CODE] => opredelenie-prochnosti-betona-po-gost-10180 [~CODE] => opredelenie-prochnosti-betona-po-gost-10180 [EXTERNAL_ID] => 818 [~EXTERNAL_ID] => 818 [IBLOCK_SECTION_ID] => 366 [~IBLOCK_SECTION_ID] => 366 [IBLOCK_TYPE_ID] => uslugi [~IBLOCK_TYPE_ID] => uslugi [IBLOCK_CODE] => Services [~IBLOCK_CODE] => Services [IBLOCK_EXTERNAL_ID] => [~IBLOCK_EXTERNAL_ID] => [LID] => s1 [~LID] => s1 ) [370] => Array ( [ID] => 370 [~ID] => 370 [IBLOCK_ID] => 24 [~IBLOCK_ID] => 24 [NAME] => Определение геометрических параметров дефектов (трещин) и отслеживания динамики их изменения по ГОСТ 31937, СП 13-102 [~NAME] => Определение геометрических параметров дефектов (трещин) и отслеживания динамики их изменения по ГОСТ 31937, СП 13-102 [DETAIL_PAGE_URL] => /uslugi/obsledovanie-zhelezobetonnykh-konstruktsiy-opredelenie-prochnosti-pravilnosti-armirovaniya-i-t-d-/opredelenie-geometricheskikh-parametrov-defektov-treshchin-i-otslezhivaniya-dinamiki-ikh-izmeneniya-/ [~DETAIL_PAGE_URL] => /uslugi/obsledovanie-zhelezobetonnykh-konstruktsiy-opredelenie-prochnosti-pravilnosti-armirovaniya-i-t-d-/opredelenie-geometricheskikh-parametrov-defektov-treshchin-i-otslezhivaniya-dinamiki-ikh-izmeneniya-/ [PREVIEW_PICTURE] => [~PREVIEW_PICTURE] => [DETAIL_PICTURE] => [~DETAIL_PICTURE] => [SORT] => 7 [~SORT] => 7 [LANG_DIR] => / [~LANG_DIR] => / [CODE] => opredelenie-geometricheskikh-parametrov-defektov-treshchin-i-otslezhivaniya-dinamiki-ikh-izmeneniya- [~CODE] => opredelenie-geometricheskikh-parametrov-defektov-treshchin-i-otslezhivaniya-dinamiki-ikh-izmeneniya- [EXTERNAL_ID] => 370 [~EXTERNAL_ID] => 370 [IBLOCK_SECTION_ID] => 93 [~IBLOCK_SECTION_ID] => 93 [IBLOCK_TYPE_ID] => uslugi [~IBLOCK_TYPE_ID] => uslugi [IBLOCK_CODE] => Services [~IBLOCK_CODE] => Services [IBLOCK_EXTERNAL_ID] => [~IBLOCK_EXTERNAL_ID] => [LID] => s1 [~LID] => s1 ) [520] => Array ( [ID] => 520 [~ID] => 520 [IBLOCK_ID] => 24 [~IBLOCK_ID] => 24 [NAME] => Обнаружение внутренних дефектов бетона (трещин, пустот) по ГОСТ 31937, СП 13-102 [~NAME] => Обнаружение внутренних дефектов бетона (трещин, пустот) по ГОСТ 31937, СП 13-102 [DETAIL_PAGE_URL] => /uslugi/obsledovanie-zhelezobetonnykh-konstruktsiy-opredelenie-prochnosti-pravilnosti-armirovaniya-i-t-d-/obnaruzhenie-vnutrennikh-defektov-betona-treshchin-pustot-po-gost-31937-sp-13-102/ [~DETAIL_PAGE_URL] => /uslugi/obsledovanie-zhelezobetonnykh-konstruktsiy-opredelenie-prochnosti-pravilnosti-armirovaniya-i-t-d-/obnaruzhenie-vnutrennikh-defektov-betona-treshchin-pustot-po-gost-31937-sp-13-102/ [PREVIEW_PICTURE] => [~PREVIEW_PICTURE] => [DETAIL_PICTURE] => [~DETAIL_PICTURE] => [SORT] => 1 [~SORT] => 1 [LANG_DIR] => / [~LANG_DIR] => / [CODE] => obnaruzhenie-vnutrennikh-defektov-betona-treshchin-pustot-po-gost-31937-sp-13-102 [~CODE] => obnaruzhenie-vnutrennikh-defektov-betona-treshchin-pustot-po-gost-31937-sp-13-102 [EXTERNAL_ID] => 520 [~EXTERNAL_ID] => 520 [IBLOCK_SECTION_ID] => 93 [~IBLOCK_SECTION_ID] => 93 [IBLOCK_TYPE_ID] => uslugi [~IBLOCK_TYPE_ID] => uslugi [IBLOCK_CODE] => Services [~IBLOCK_CODE] => Services [IBLOCK_EXTERNAL_ID] => [~IBLOCK_EXTERNAL_ID] => [LID] => s1 [~LID] => s1 ) ) ) ) [IBLOCK] => Array ( [ID] => 23 [~ID] => 23 [TIMESTAMP_X] => 29.11.2022 10:16:04 [~TIMESTAMP_X] => 29.11.2022 10:16:04 [IBLOCK_TYPE_ID] => news [~IBLOCK_TYPE_ID] => news [LID] => s1 [~LID] => s1 [CODE] => furnitureNewsS1 [~CODE] => furnitureNewsS1 [API_CODE] => furnitureNewsS1 [~API_CODE] => furnitureNewsS1 [REST_ON] => Y [~REST_ON] => Y [NAME] => Новости [~NAME] => Новости [ACTIVE] => Y [~ACTIVE] => Y [SORT] => 500 [~SORT] => 500 [LIST_PAGE_URL] => /news/ [~LIST_PAGE_URL] => /news/ [DETAIL_PAGE_URL] => #SITE_DIR#/news/#ELEMENT_CODE#/ [~DETAIL_PAGE_URL] => #SITE_DIR#/news/#ELEMENT_CODE#/ [SECTION_PAGE_URL] => [~SECTION_PAGE_URL] => [CANONICAL_PAGE_URL] => [~CANONICAL_PAGE_URL] => [PICTURE] => [~PICTURE] => [DESCRIPTION] => [~DESCRIPTION] => [DESCRIPTION_TYPE] => text [~DESCRIPTION_TYPE] => text [RSS_TTL] => 24 [~RSS_TTL] => 24 [RSS_ACTIVE] => Y [~RSS_ACTIVE] => Y [RSS_FILE_ACTIVE] => N [~RSS_FILE_ACTIVE] => N [RSS_FILE_LIMIT] => [~RSS_FILE_LIMIT] => [RSS_FILE_DAYS] => [~RSS_FILE_DAYS] => [RSS_YANDEX_ACTIVE] => N [~RSS_YANDEX_ACTIVE] => N [XML_ID] => furniture_news_s1 [~XML_ID] => furniture_news_s1 [TMP_ID] => [~TMP_ID] => [INDEX_ELEMENT] => Y [~INDEX_ELEMENT] => Y [INDEX_SECTION] => N [~INDEX_SECTION] => N [WORKFLOW] => N [~WORKFLOW] => N [BIZPROC] => N [~BIZPROC] => N [SECTION_CHOOSER] => L [~SECTION_CHOOSER] => L [LIST_MODE] => [~LIST_MODE] => [RIGHTS_MODE] => S [~RIGHTS_MODE] => S [SECTION_PROPERTY] => Y [~SECTION_PROPERTY] => Y [PROPERTY_INDEX] => I [~PROPERTY_INDEX] => I [VERSION] => 1 [~VERSION] => 1 [LAST_CONV_ELEMENT] => 0 [~LAST_CONV_ELEMENT] => 0 [SOCNET_GROUP_ID] => [~SOCNET_GROUP_ID] => [EDIT_FILE_BEFORE] => [~EDIT_FILE_BEFORE] => [EDIT_FILE_AFTER] => [~EDIT_FILE_AFTER] => [SECTIONS_NAME] => Разделы [~SECTIONS_NAME] => Разделы [SECTION_NAME] => Раздел [~SECTION_NAME] => Раздел [ELEMENTS_NAME] => Новости [~ELEMENTS_NAME] => Новости [ELEMENT_NAME] => Новость [~ELEMENT_NAME] => Новость [EXTERNAL_ID] => furniture_news_s1 [~EXTERNAL_ID] => furniture_news_s1 [LANG_DIR] => / [~LANG_DIR] => / [SERVER_NAME] => profiteck.ru [~SERVER_NAME] => profiteck.ru ) [SECTION] => Array ( [PATH] => Array ( ) ) [SECTION_URL] => [META_TAGS] => Array ( [ELEMENT_CHAIN] => Визуально-инструментальное обследование трещин на объекте строительства [BROWSER_TITLE] => [KEYWORDS] => [DESCRIPTION] => <span style="font-size: 13pt; color: #7d7d7d;"><u>24 июня 2022</u></span><b><br> </b><b>Заказчик:</b> ООО «Аракис»<br> <b>Объект: </b>Гараж для коммунальной техники с пристроенным административно-бытовым комплексом<br> <b>Ответственный исполнитель:</b> С.А. Рябов ) ) 1

Визуально-инструментальное обследование трещин на объекте строительства

Специалистами ИТЦ Профитэк проведено визуально-инструментальное обследование трещин на объекте строительства

Дата проведения испытаний: 24.06.2022
Заказчик: ООО «Аракис»
Ответственный исполнитель: С.А. Рябов
Объект: гараж для коммунальной техники с пристроенным административно-бытовым комплексом 
Виды работ:
- проведение замеров по ширине раскрытия трещин
- проведение замеров по глубине распространения трещин
- поиск арматуры магнитным сканером
Оборудование:
- ультразвуковой тестер UK1401
- сканер FERROSCAN PS300
- прибор для отрыва со скалыванием ПОС-60МГ4
Заключение:
В результате проведения испытаний выявлены:
- множественные усадочные вертикальные и горизонтальные трещины на колоннах
- глубина трещин
- ширина раскрытия трещин
- средняя прочность бетона испытанных конструкций
- оценка влияния на несущую способность







читайте также


Новости 1 - 20 из 44
Начало | Пред. | 1 2 3 | След. | Конец