С 30-30 S1200 (Б1.011.1-2.08)
8 000,00
Конструкции выполнены в форме удлиненной балки. С одной стороны край тупой, по которому и приходится удар, а с другой острый, благодаря чему свая легко входит в землю.
В наличии
Артикул:
9948
Категории:
Допускается применение на болотистой местности, слабых торфяных болотах. Сваи используются при строительстве сельскохозяйственных построек, мостовых и туннелей, допускается использование при возведении фундамента на неустойчивом грунте. При производстве конструкции применяется прочный бетон. С помощью свай квадратного сечения укрепляют фундамент, который спокойно простоит 100 лет.
Особенности
Забивная свая С 30-30 S1200 (Б1.011.1-2.08) со сплошным типом квадратного сечения выполнена с применением арматуры, за счет чего дополнительно повышается прочность и надежность всей конструкции. Обозначение нанесено на боковой поверхности несмываемой краской. Конструкция выполнена в соответствии с ГОСТом и прошла все необходимые проверки. Предусмотрено поперечное армирование из четырех-восьми стержней. Для производства применяется тяжелый бетон марки М 300. В роли наполнителя выступает щебень из гравия или гранита. У острия конструкции есть спиральный элемент из проволоки, что повышает надежность наконечника.Преимущества
- Свая легко входит в землю.
- Прочная конструкция.
- Высокопрочный бетон в составе.
- Есть армирующие элементы.
- Высокая скорость монтажа.
- Вес, кг 700
- Габариты (Д х Ш х В) 3000 х 300 х 300
- Длина, мм 3000
- Ширина, мм 300
- Высота, мм 300
- Объем бетона, м3 0,28
- Геометрический объем, м3 0,27
- Отзывы
Загрузка отзывов...
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[DEFAULT_VALUE] =>
[PROPERTY_TYPE] => S
[ROW_COUNT] => 1
[COL_COUNT] => 30
[LIST_TYPE] => L
[MULTIPLE] => N
[XML_ID] =>
[FILE_TYPE] =>
[MULTIPLE_CNT] => 5
[LINK_IBLOCK_ID] => 0
[WITH_DESCRIPTION] => N
[SEARCHABLE] => N
[FILTRABLE] => N
[IS_REQUIRED] => N
[VERSION] => 1
[USER_TYPE] =>
[USER_TYPE_SETTINGS] => Array
(
)
[HINT] =>
[~NAME] => Водонепроницаемость
[~DEFAULT_VALUE] =>
[VALUE_ENUM] =>
[VALUE_XML_ID] =>
[VALUE_SORT] =>
[VALUE] =>
[PROPERTY_VALUE_ID] =>
[DESCRIPTION] =>
[~DESCRIPTION] =>
[~VALUE] =>
)
[QUANTITY_PER_PALLET] => Array
(
[ID] => 58
[IBLOCK_ID] => 2
[NAME] => Количество на поддоне
[ACTIVE] => Y
[SORT] => 416
[CODE] => QUANTITY_PER_PALLET
[DEFAULT_VALUE] =>
[PROPERTY_TYPE] => N
[ROW_COUNT] => 1
[COL_COUNT] => 30
[LIST_TYPE] => L
[MULTIPLE] => N
[XML_ID] =>
[FILE_TYPE] =>
[MULTIPLE_CNT] => 5
[LINK_IBLOCK_ID] => 0
[WITH_DESCRIPTION] => N
[SEARCHABLE] => N
[FILTRABLE] => N
[IS_REQUIRED] => N
[VERSION] => 1
[USER_TYPE] =>
[USER_TYPE_SETTINGS] => Array
(
)
[HINT] =>
[~NAME] => Количество на поддоне
[~DEFAULT_VALUE] =>
[VALUE_ENUM] =>
[VALUE_XML_ID] =>
[VALUE_SORT] =>
[VALUE] =>
[PROPERTY_VALUE_ID] =>
[DESCRIPTION] =>
[~DESCRIPTION] =>
[~VALUE] =>
)
[THICKNESS] => Array
(
[ID] => 59
[IBLOCK_ID] => 2
[NAME] => Толщина, мм
[ACTIVE] => Y
[SORT] => 417
[CODE] => THICKNESS
[DEFAULT_VALUE] =>
[PROPERTY_TYPE] => N
[ROW_COUNT] => 1
[COL_COUNT] => 30
[LIST_TYPE] => L
[MULTIPLE] => N
[XML_ID] =>
[FILE_TYPE] =>
[MULTIPLE_CNT] => 5
[LINK_IBLOCK_ID] => 0
[WITH_DESCRIPTION] => N
[SEARCHABLE] => N
[FILTRABLE] => N
[IS_REQUIRED] => N
[VERSION] => 1
[USER_TYPE] =>
[USER_TYPE_SETTINGS] =>
[HINT] =>
[~NAME] => Толщина, мм
[~DEFAULT_VALUE] =>
[VALUE_ENUM] =>
[VALUE_XML_ID] =>
[VALUE_SORT] =>
[VALUE] =>
[PROPERTY_VALUE_ID] =>
[DESCRIPTION] =>
[~DESCRIPTION] =>
[~VALUE] =>
)
[BLOG_POST_ID] => Array
(
[ID] => 9
[IBLOCK_ID] => 2
[NAME] => ID поста блога для комментариев
[ACTIVE] => Y
[SORT] => 500
[CODE] => BLOG_POST_ID
[DEFAULT_VALUE] =>
[PROPERTY_TYPE] => N
[ROW_COUNT] => 1
[COL_COUNT] => 30
[LIST_TYPE] => L
[MULTIPLE] => N
[XML_ID] => BLOG_POST_ID
[FILE_TYPE] =>
[MULTIPLE_CNT] => 5
[LINK_IBLOCK_ID] => 0
[WITH_DESCRIPTION] => N
[SEARCHABLE] => N
[FILTRABLE] => N
[IS_REQUIRED] => N
[VERSION] => 1
[USER_TYPE] =>
[USER_TYPE_SETTINGS] => Array
(
)
[HINT] =>
[~NAME] => ID поста блога для комментариев
[~DEFAULT_VALUE] =>
[VALUE_ENUM] =>
[VALUE_XML_ID] =>
[VALUE_SORT] =>
[VALUE] => 165
[PROPERTY_VALUE_ID] => 15540
[DESCRIPTION] =>
[~VALUE] => 165
[~DESCRIPTION] =>
)
[BLOG_COMMENTS_CNT] => Array
(
[ID] => 10
[IBLOCK_ID] => 2
[NAME] => Количество комментариев
[ACTIVE] => Y
[SORT] => 500
[CODE] => BLOG_COMMENTS_CNT
[DEFAULT_VALUE] =>
[PROPERTY_TYPE] => N
[ROW_COUNT] => 1
[COL_COUNT] => 30
[LIST_TYPE] => L
[MULTIPLE] => N
[XML_ID] => BLOG_COMMENTS_CNT
[FILE_TYPE] =>
[MULTIPLE_CNT] => 5
[LINK_IBLOCK_ID] => 0
[WITH_DESCRIPTION] => N
[SEARCHABLE] => N
[FILTRABLE] => N
[IS_REQUIRED] => N
[VERSION] => 1
[USER_TYPE] =>
[USER_TYPE_SETTINGS] => Array
(
)
[HINT] =>
[~NAME] => Количество комментариев
[~DEFAULT_VALUE] =>
[VALUE_ENUM] =>
[VALUE_XML_ID] =>
[VALUE_SORT] =>
[VALUE] =>
[PROPERTY_VALUE_ID] =>
[DESCRIPTION] =>
[~DESCRIPTION] =>
[~VALUE] =>
)
[vote_count] => Array
(
[ID] => 11
[IBLOCK_ID] => 2
[NAME] => Количество проголосовавших
[ACTIVE] => Y
[SORT] => 500
[CODE] => vote_count
[DEFAULT_VALUE] =>
[PROPERTY_TYPE] => N
[ROW_COUNT] => 1
[COL_COUNT] => 30
[LIST_TYPE] => L
[MULTIPLE] => N
[XML_ID] =>
[FILE_TYPE] =>
[MULTIPLE_CNT] => 5
[LINK_IBLOCK_ID] => 0
[WITH_DESCRIPTION] => N
[SEARCHABLE] => N
[FILTRABLE] => N
[IS_REQUIRED] => N
[VERSION] => 1
[USER_TYPE] =>
[USER_TYPE_SETTINGS] => Array
(
)
[HINT] =>
[~NAME] => Количество проголосовавших
[~DEFAULT_VALUE] =>
[VALUE_ENUM] =>
[VALUE_XML_ID] =>
[VALUE_SORT] =>
[VALUE] =>
[PROPERTY_VALUE_ID] =>
[DESCRIPTION] =>
[~DESCRIPTION] =>
[~VALUE] =>
)
[vote_sum] => Array
(
[ID] => 12
[IBLOCK_ID] => 2
[NAME] => Сумма оценок
[ACTIVE] => Y
[SORT] => 500
[CODE] => vote_sum
[DEFAULT_VALUE] =>
[PROPERTY_TYPE] => N
[ROW_COUNT] => 1
[COL_COUNT] => 30
[LIST_TYPE] => L
[MULTIPLE] => N
[XML_ID] =>
[FILE_TYPE] =>
[MULTIPLE_CNT] => 5
[LINK_IBLOCK_ID] => 0
[WITH_DESCRIPTION] => N
[SEARCHABLE] => N
[FILTRABLE] => N
[IS_REQUIRED] => N
[VERSION] => 1
[USER_TYPE] =>
[USER_TYPE_SETTINGS] => Array
(
)
[HINT] =>
[~NAME] => Сумма оценок
[~DEFAULT_VALUE] =>
[VALUE_ENUM] =>
[VALUE_XML_ID] =>
[VALUE_SORT] =>
[VALUE] =>
[PROPERTY_VALUE_ID] =>
[DESCRIPTION] =>
[~DESCRIPTION] =>
[~VALUE] =>
)
[rating] => Array
(
[ID] => 13
[IBLOCK_ID] => 2
[NAME] => Рейтинг
[ACTIVE] => Y
[SORT] => 500
[CODE] => rating
[DEFAULT_VALUE] =>
[PROPERTY_TYPE] => N
[ROW_COUNT] => 1
[COL_COUNT] => 30
[LIST_TYPE] => L
[MULTIPLE] => N
[XML_ID] =>
[FILE_TYPE] =>
[MULTIPLE_CNT] => 5
[LINK_IBLOCK_ID] => 0
[WITH_DESCRIPTION] => N
[SEARCHABLE] => N
[FILTRABLE] => Y
[IS_REQUIRED] => N
[VERSION] => 1
[USER_TYPE] =>
[USER_TYPE_SETTINGS] => Array
(
)
[HINT] =>
[~NAME] => Рейтинг
[~DEFAULT_VALUE] =>
[VALUE_ENUM] =>
[VALUE_XML_ID] =>
[VALUE_SORT] =>
[VALUE] =>
[PROPERTY_VALUE_ID] =>
[DESCRIPTION] =>
[~DESCRIPTION] =>
[~VALUE] =>
)
[MORE_PHOTO] => Array
(
[ID] => 44
[IBLOCK_ID] => 2
[NAME] => Галерея
[ACTIVE] => Y
[SORT] => 500
[CODE] => MORE_PHOTO
[DEFAULT_VALUE] =>
[PROPERTY_TYPE] => F
[ROW_COUNT] => 1
[COL_COUNT] => 30
[LIST_TYPE] => L
[MULTIPLE] => Y
[XML_ID] =>
[FILE_TYPE] => jpg, png, jpeg, webp
[MULTIPLE_CNT] => 5
[LINK_IBLOCK_ID] => 0
[WITH_DESCRIPTION] => N
[SEARCHABLE] => N
[FILTRABLE] => N
[IS_REQUIRED] => N
[VERSION] => 1
[USER_TYPE] =>
[USER_TYPE_SETTINGS] => Array
(
)
[HINT] =>
[~NAME] => Галерея
[~DEFAULT_VALUE] =>
[VALUE_ENUM] =>
[VALUE_XML_ID] =>
[VALUE_SORT] =>
[VALUE] => Array
(
[0] => 1453
)
[PROPERTY_VALUE_ID] => Array
(
[0] => 5672
)
[DESCRIPTION] => Array
(
[0] =>
)
[~VALUE] => Array
(
[0] => 1453
)
[~DESCRIPTION] => Array
(
[0] =>
)
)
[DOCS] => Array
(
[ID] => 45
[IBLOCK_ID] => 2
[NAME] => Документы
[ACTIVE] => Y
[SORT] => 500
[CODE] => DOCS
[DEFAULT_VALUE] =>
[PROPERTY_TYPE] => F
[ROW_COUNT] => 1
[COL_COUNT] => 30
[LIST_TYPE] => L
[MULTIPLE] => Y
[XML_ID] =>
[FILE_TYPE] => pdf, doc, docx, xls, xlsx, ppt, pptx
[MULTIPLE_CNT] => 5
[LINK_IBLOCK_ID] => 0
[WITH_DESCRIPTION] => N
[SEARCHABLE] => N
[FILTRABLE] => N
[IS_REQUIRED] => N
[VERSION] => 1
[USER_TYPE] =>
[USER_TYPE_SETTINGS] => Array
(
)
[HINT] =>
[~NAME] => Документы
[~DEFAULT_VALUE] =>
[VALUE_ENUM] =>
[VALUE_XML_ID] =>
[VALUE_SORT] =>
[VALUE] => Array
(
[0] => 1454
[1] => 1455
[2] => 1456
)
[PROPERTY_VALUE_ID] => Array
(
[0] => 5673
[1] => 5674
[2] => 5675
)
[DESCRIPTION] => Array
(
[0] =>
[1] =>
[2] =>
)
[~VALUE] => Array
(
[0] => 1454
[1] => 1455
[2] => 1456
)
[~DESCRIPTION] => Array
(
[0] =>
[1] =>
[2] =>
)
)
[DOCS_TEXT] => Array
(
[ID] => 50
[IBLOCK_ID] => 2
[NAME] => Текст к документам
[ACTIVE] => Y
[SORT] => 500
[CODE] => DOCS_TEXT
[DEFAULT_VALUE] => Array
(
[TYPE] => HTML
[TEXT] =>
)
[PROPERTY_TYPE] => S
[ROW_COUNT] => 1
[COL_COUNT] => 30
[LIST_TYPE] => L
[MULTIPLE] => N
[XML_ID] =>
[FILE_TYPE] =>
[MULTIPLE_CNT] => 5
[LINK_IBLOCK_ID] => 0
[WITH_DESCRIPTION] => N
[SEARCHABLE] => N
[FILTRABLE] => N
[IS_REQUIRED] => N
[VERSION] => 1
[USER_TYPE] => HTML
[USER_TYPE_SETTINGS] => Array
(
[height] => 140
)
[HINT] =>
[~NAME] => Текст к документам
[~DEFAULT_VALUE] => Array
(
[TYPE] => HTML
[TEXT] =>
)
[VALUE_ENUM] =>
[VALUE_XML_ID] =>
[VALUE_SORT] =>
[VALUE] => Array
(
[TEXT] => Серия 3.503.1-109.93 повествует об особенностях строительства автодорожных мостов, имеющих пролеты 12, 15, 18 и 21 метр, возводимых из промежуточных свайно-сетчатых опор. Среди железобетонных изделий на страницах регламента можно найти детально проработанные чертежи блоков стенок, свай и блоков ледореза. Конструкции подходят для мостов на реках с толщиной льда до 70 сантиметров, с габаритами Г8, Г10 и Г11,5, возводимых на территориях с сейсмичностью до 6 баллов при температурах не ниже -40. Временные подвижные нагрузки от автотранспортных средств на мостовое полотно приняты по схемам А11 и НК80.<br>
<br>
Разработкой нормативного документа занимался проектный институт ГИПРОДОРНИИ, введение в действие состоялось с июля 1993 года после утверждения государственными органами. В составе регламента присутствуют материалы для проектирования, опалубочные и арматурные чертежи железобетонных конструкций, монтажные узлы и технические условия, а также рекомендации по максимально эффективной эксплуатации. Соблюдая все предписания, удастся получить не только высококачественные строительные материалы, но и гарантировать безопасность и долговечность возводимых мостов.
[TYPE] => HTML
)
[PROPERTY_VALUE_ID] => 16736
[DESCRIPTION] =>
[~VALUE] => Array
(
[TEXT] => Серия 3.503.1-109.93 повествует об особенностях строительства автодорожных мостов, имеющих пролеты 12, 15, 18 и 21 метр, возводимых из промежуточных свайно-сетчатых опор. Среди железобетонных изделий на страницах регламента можно найти детально проработанные чертежи блоков стенок, свай и блоков ледореза. Конструкции подходят для мостов на реках с толщиной льда до 70 сантиметров, с габаритами Г8, Г10 и Г11,5, возводимых на территориях с сейсмичностью до 6 баллов при температурах не ниже -40. Временные подвижные нагрузки от автотранспортных средств на мостовое полотно приняты по схемам А11 и НК80.
Разработкой нормативного документа занимался проектный институт ГИПРОДОРНИИ, введение в действие состоялось с июля 1993 года после утверждения государственными органами. В составе регламента присутствуют материалы для проектирования, опалубочные и арматурные чертежи железобетонных конструкций, монтажные узлы и технические условия, а также рекомендации по максимально эффективной эксплуатации. Соблюдая все предписания, удастся получить не только высококачественные строительные материалы, но и гарантировать безопасность и долговечность возводимых мостов.
[TYPE] => HTML
)
[~DESCRIPTION] =>
)
[SIMILAR_PRODUCTS] => Array
(
[ID] => 51
[IBLOCK_ID] => 2
[NAME] => Похожие товары
[ACTIVE] => Y
[SORT] => 500
[CODE] => SIMILAR_PRODUCTS
[DEFAULT_VALUE] =>
[PROPERTY_TYPE] => E
[ROW_COUNT] => 1
[COL_COUNT] => 30
[LIST_TYPE] => L
[MULTIPLE] => Y
[XML_ID] =>
[FILE_TYPE] =>
[MULTIPLE_CNT] => 2
[LINK_IBLOCK_ID] => 2
[WITH_DESCRIPTION] => N
[SEARCHABLE] => N
[FILTRABLE] => N
[IS_REQUIRED] => N
[VERSION] => 1
[USER_TYPE] =>
[USER_TYPE_SETTINGS] => Array
(
)
[HINT] =>
[~NAME] => Похожие товары
[~DEFAULT_VALUE] =>
[VALUE_ENUM] =>
[VALUE_XML_ID] =>
[VALUE_SORT] =>
[VALUE] => Array
(
[0] => 667
[1] => 656
[2] => 657
[3] => 661
[4] => 664
[5] => 659
[6] => 662
[7] => 665
[8] => 668
[9] => 614
[10] => 612
[11] => 613
[12] => 615
[13] => 617
[14] => 616
[15] => 618
[16] => 622
[17] => 627
[18] => 619
[19] => 630
)
[PROPERTY_VALUE_ID] => Array
(
[0] => 23846
[1] => 23847
[2] => 23848
[3] => 23849
[4] => 23850
[5] => 23851
[6] => 23852
[7] => 23853
[8] => 23854
[9] => 23855
[10] => 23856
[11] => 23857
[12] => 23858
[13] => 23859
[14] => 23860
[15] => 23861
[16] => 23862
[17] => 23863
[18] => 23864
[19] => 23865
)
[DESCRIPTION] => Array
(
[0] =>
[1] =>
[2] =>
[3] =>
[4] =>
[5] =>
[6] =>
[7] =>
[8] =>
[9] =>
[10] =>
[11] =>
[12] =>
[13] =>
[14] =>
[15] =>
[16] =>
[17] =>
[18] =>
[19] =>
)
[~VALUE] => Array
(
[0] => 667
[1] => 656
[2] => 657
[3] => 661
[4] => 664
[5] => 659
[6] => 662
[7] => 665
[8] => 668
[9] => 614
[10] => 612
[11] => 613
[12] => 615
[13] => 617
[14] => 616
[15] => 618
[16] => 622
[17] => 627
[18] => 619
[19] => 630
)
[~DESCRIPTION] => Array
(
[0] =>
[1] =>
[2] =>
[3] =>
[4] =>
[5] =>
[6] =>
[7] =>
[8] =>
[9] =>
[10] =>
[11] =>
[12] =>
[13] =>
[14] =>
[15] =>
[16] =>
[17] =>
[18] =>
[19] =>
)
)
)
Серия 3.503.1-109.93 повествует об особенностях строительства автодорожных мостов, имеющих пролеты 12, 15, 18 и 21 метр, возводимых из промежуточных свайно-сетчатых опор. Среди железобетонных изделий на страницах регламента можно найти детально проработанные чертежи блоков стенок, свай и блоков ледореза. Конструкции подходят для мостов на реках с толщиной льда до 70 сантиметров, с габаритами Г8, Г10 и Г11,5, возводимых на территориях с сейсмичностью до 6 баллов при температурах не ниже -40. Временные подвижные нагрузки от автотранспортных средств на мостовое полотно приняты по схемам А11 и НК80.
Разработкой нормативного документа занимался проектный институт ГИПРОДОРНИИ, введение в действие состоялось с июля 1993 года после утверждения государственными органами. В составе регламента присутствуют материалы для проектирования, опалубочные и арматурные чертежи железобетонных конструкций, монтажные узлы и технические условия, а также рекомендации по максимально эффективной эксплуатации. Соблюдая все предписания, удастся получить не только высококачественные строительные материалы, но и гарантировать безопасность и долговечность возводимых мостов.
Разработкой нормативного документа занимался проектный институт ГИПРОДОРНИИ, введение в действие состоялось с июля 1993 года после утверждения государственными органами. В составе регламента присутствуют материалы для проектирования, опалубочные и арматурные чертежи железобетонных конструкций, монтажные узлы и технические условия, а также рекомендации по максимально эффективной эксплуатации. Соблюдая все предписания, удастся получить не только высококачественные строительные материалы, но и гарантировать безопасность и долговечность возводимых мостов.
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-
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-
- Альбом 819
- Альбом А385-88
- Альбом ПС 192
- Альбом РК 2201-82
- Альбом РК 7101-01
- ГОСТ 13579-78
- ГОСТ 19231.0-83
- ГОСТ 19804.4-78
- ГОСТ 21924.0-84
- ГОСТ 21925-84
- ГОСТ 24155-80
- ГОСТ 25912-2015
- ГОСТ 25912-91
- ГОСТ 8020-2016
- ГОСТ 8020-80
- ГОСТ 8020-90
- ГОСТ Р 54272-2010
- ГОСТ Р 56600-2015
- РЧ 126114тм-т1
- Серии 3.503.1-93
- Серия 1.011.1-10
- Серия 1.011.1-11м.97
- Серия 1.116-1
- Серия 1.116.1-8
- Серия 1.811.1-5
- Серия 1.811.1-6с
- Серия 3.407-115
- Серия 3.407-123
- Серия 3.407.1-139
- Серия 3.407.9-146
- Серия 3.501.1-124
- Серия 3.503-17
- Серия 3.503.1-109.93
- Серия 3.504.1-23
- Серия 3.506-3
- Серия 3.900-2
- Серия 3.900.1-14
- Серия 3.900.9-13
- Серия Б1.011.1-2.08
- Серия Б1.016.1-1
- Серия б3.503.1-1
- Серия ИЖ 568
- Серия ИИ 03-02
- ТП 320-55
- ТП 902-9-1
- ТПР 501-07-014.91
- ТПР 501-07-5.84
- ТПР 902-09-22.84
- ТУ 5899-002-61548960-2010
- ТПР
- ТУ
-