ar-net.ru§ Е16-95. Подъемка рельсо-шпальной решетки на балласт путеподъемником ДДТС-1
В нормах настоящего параграфа предусмотрена подъемка рельсо-шпальной решетки на балласт для всех типов рельсов и шпал.
Техническая характеристика путеподъемника ДДТС-1
Наибольшая высота подъемки пути, мм ...................... 500
Производительность при подъемке на высоту 150-200
мм, м/ч .................................................. 83
Грузоподъемность, т....................................... 18
Габариты, мм:
длина ............................................... 600
ширина .............................................. 2500
высота .............................................. 1300
Масса, кг................................................. 420
Состав работы
1. Выгрузка путеподъемника с дрезины и установка его на путь (в начале работы) и снятие с пути с погрузкой на дрезину (в конце работы). 2. Приведение путеподъемника в рабочее положение. 3. Подъемка рельсо-шпальной решетки. 4. Подбивка или подштопка трех шпал в местах подъемки с подброской балласта. 5. Приведение путеподъемника в транспортное положение. 6. Передвижка путеподъемника к следующему месту подъемки на расстояние 6,25 м.
Состав звена
Машинист 5 разр. - 1
Монтеры, пути 4 " - 1" " 3 " - 4" " 1 " - 2
Нормы времени и расценки на 1 км пути
+-------------+-----------------------------------------------------+---+
|Высота подъе-| Балласт | |
|мки, м +-----------------+-----------------+-----------------+ |
| | песчаный | гравийный | щебеночный | |
| +-----------------+-----------------+-----------------+ |
| | Нормы времени и расценки для | |
| +--------+--------+--------+--------+-------+---------+ |
| | машини-|монтеров|машини- |монтеров|машини-|монтеров | |
| | ста |пути |ста |пути |ста |пути | |
+-------------+--------+--------+--------+--------+-------+---------+---+
| 0,1 | 12,5 | | 13,5 | | 15 | | 1 |
| | (12,5) | 88 | (13,5) | 95 | (15) | 105 | |
| | ------ | ----- | ------ | ----- | ----- | ----- | |
| | 11-38 | 59-96 | 12-29 | 64-73 | 13-65 | 71-55 | |
+-------------+--------+--------+--------+--------+-------+---------+---+
| 0,15 | 14,5 | | 16 | | 18 | | 2 |
| | (14,5) | 102 | (16) | 112 | (18) | 126 | |
| | ------ | ----- | ------ | ----- | ----- | ----- | |
| | 13-20 | 69-50 | 14-56 | 78-32 | 16-38 | 85-86 | |
+-------------+--------+--------+--------+--------+-------+---------+---+
| 0,2 | 15 | | 16,5 | | 19 | | 3 |
| | (15) | 105 | (16,5) | 116 | (19) | 133 | |
| | ------ | ----- | ------ | ----- | ----- | ----- | |
| | 13-65 | 71-55 | 15-02 | 79-04 | 17-29 | 90-63 | |
+-------------+--------+--------+--------+--------+-------+---------+---+
| 0,25 | 15,5 | | 17,5 | | 19,5 | | 4 |
| | (15,5) | 109 | (17,5) | 123 | (19,5)| 137 | |
| | ------ | ----- | ------ | ----- | ----- | ----- | |
| | 14-11 | 74-27 | 15-93 | 83-81 | 17-75 | 93-35 | |
+-------------+--------+--------+--------+--------+-------+---------+---+
| | а | б | в | N |
+-------------+-----------------+-----------------+-----------------+---+
+-------------+-----------------------------------------------------+---+
§ Е16-96. Подъемка рельсо-шпальной решетки гидравлическими домкратами
Состав работы
1. Подъемка рельсо-шпальной решетки гидравлическими домкратами. 2. Заброска балласта. 3. Подштопка шпал в местах подъемки.
Состав звена
Монтеры пути 4 разр. - 1" " 3 " - 6" " 1 " - 2
Деревянные шпалы
А. Песчаный балласт
Таблица 1
Нормы времени и расценки на 1 км пути
+-------+------+----------------------------------------------------+---+
|Высота |Тип | Тип рельсов | |
|подъем-|шпал +--------------+------------------+------------------+ |
|ки, м | | Р65 | Р50 | Р43 | |
| | +--------------+------------------+------------------+ |
| | | Число шпал на 1 км | |
| | +-------+------+------+-----+-----+-----+-----+------+ |
| | | 2000 |1840, |2000 |1840,|1400 |1840 |1600 |1440 | |
| | | |1600 | |1600 | | | | | |
+-------+------+-------+------+------+-----+-----+-----+-----+------+---+
| 0,1 | I | 77 |70 |70 |63 |57 |62 |56 |52 | 1 |
| | | ------|------|------|-----|-----|-----|-----|----- | |
| | | 52-79 |47-99 |47-99 |43-19|39-08|42-51|38-39|35-65 | |
| +------+-------+------+------+-----+-----+-----+-----+------+---+
| | II | |64 | |57 |51 |55 |50 |47,5 | 2 |
| | | - |------| - |-----|-----|-----|-----|----- | |
| | | |43-88 | |39-08|34-97|37-71|34-28|32-57 | |
| +------+-------+------+------+-----+-----+-----+-----+------+---+
| | III | |61 | |54 | |52 |46,5 |44,5 | 3 |
| | | - |------| - |-----| - |-----|-----|----- | |
| | | |41-82 | |37-02| |35-65|31-88|30-51 | |
+-------+------+-------+------+------+-----+-----+-----+-----+------+---+
| 0,15 | I | 99 |91 |90 |82 |73 |79 |72 |67 | 4 |
| | | ------|------|------|-----|-----|-----|-----|----- | |
| | | 67-87 |62-39 |61-70 |56-22|50-05|54-16|49-36|45-94 | |
| +------+-------+------+------+-----+-----+-----+-----+------+---+
| | II | |82 | |73 |66 |70 |64 |60 | 5 |
| | | - |------| - |-----|-----|-----|-----|----- | |
| | | |56-22 | |50-05|45-25|47-99|43-88|41-14 | |
| +------+-------+------+------+-----+-----+-----+-----+------+---+
| | III | |79 | |73 | |67 |60 |57 | 6 |
| | | - |------| - |-----| - |-----|-----|----- | |
| | | |54-16 | |50-05| |45-94|41-14|39-08 | |
+-------+------+-------+------+------+-----+-----+-----+-----+------+---+
| 0,2 | I | 133 |118 |118 |108 |96 |104 |95 |89 | 7 |
| | | ------|------|------|-----|-----|-----|-----|----- | |
| | | 91-18 |80-90 |80-90 |74-04|65-82|71-30|65-13|61-02 | |
| +------+-------+------+------+-----+-----+-----+-----+------+---+
| | II | |108 | |97 |87 |93 |85 |80 | 8 |
| | | - |------| - |-----|-----|-----|-----|----- | |
| | | |74-04 | |66-50|59-65|63-76|58-28|54-85 | |
| +------+-------+------+------+-----+-----+-----+-----+------+---+
| | III | |104 | |93 | |88 |79 |76 | 9 |
| | | - |------| - |-----| - |-----|-----|----- | |
| | | |71-30 | |63-76| |60-33|54-16|52-11 | |
+-------+------+-------+------+------+-----+-----+-----+-----+------+---+
| 0,25 | I | 163 |148 |148 |133 |118 |128 |118 |108 |10 |
| | | ------|------|------|-----|-----|-----|-----|----- | |
| | | 111-75|101-47|101-47|91-18|80-90|87-76|60-90|74-04 | |
| +------+-------+------+------+-----+-----+-----+-----+------+---+
| | II | |133 | |118 |108 |113 |101 |99 |11 |
| | | - |------| - |-----|-----|-----|-----|----- | |
| | | |91-18 | |80-90|74-04|77-47|71-30|67-87 | |
| +------+-------+------+------+-----+-----+-----+-----+------+---+
| | III | |128 | |113 | |108 |98 |94 |12 |
| | | - |------| - |-----| - |-----|-----|----- | |
| | | |87-76 | |77-47| |74-04|67-10|64-45 | |
+-------+------+-------+------+------+-----+-----+-----+-----+------+---+
| | | а | б | в | г | д | е | ж | з | N |
+-------+------+-------+------+------+-----+-----+-----+-----+------+---+
+-------+------+----------------------------------------------------+---+
Б. Гравийный балласт
Таблица 2
Нормы времени и расценки на 1 км пути
+-------+----+------------------------------------------------------+---+
|Высота |Тип | Тип рельсов | |
|подъем-|шпал+--------------+-------------------+-------------------+ |
|ки, м | | Р65 | Р50 | Р43 | |
| | +--------------+-------------------+-------------------+ |
| | | Число шпал на 1 км | |
| | +-------+------+------+------+-----+------+-----+------+ |
| | | 2000 |1840, |2000 |1840, |1400 |1840 |1600 |1440 | |
| | | |1600 | |1600 | | | | | |
+-------+----+-------+------+------+------+-----+------+-----+------+---+
| 0,1 | I | 93 |84 |84 |76 |69 |75 |67 |63 | 1 |
| | | ------|------|------|------|-----|------|-----|----- | |
| | | 63-76 |57-59 |57-59 |52-11 |47-31|51-42 |45-94|43-19 | |
| +----+-------+------+------+------+-----+------+-----+------+---+
| | II | |77 | |69 |61 |66 |60 |57 | 2 |
| | | - |------| - |------|-----|------|-----|----- | |
| | | |52-79 | |47-31 |41-82|45-25 |41-14|39-08 | |
| +----+-------+------+------+------+-----+------+-----+------+---+
| | III| |73 | |65 | |63 |55 |53 | 3 |
| | | - |------| - |------|-----|------|-----|----- | |
| | | |50-05 | |44-56 | |43-19 |37-71|36-34 | |
+-------+----+-------+------+------+------+-----+------+-----+------+---+
| 0,15 | I | 118 |108 |108 |99 |88 |95 |87 |81 | 4 |
| | | ------|------|------|------|-----|------|-----|----- | |
| | | 80-90 |74-04 |74-04 |67-87 |60-33|65-13 |59-65|55-53 | |
| +----+-------+------+------+------+-----+------+-----+------+---+
| | II | |99 | |88 |79 |84 |77 |72 | 5 |
| | | - |------| - |------|-----|------|-----|----- | |
| | | |67-87 | |60-33 |54-16|57-59 |52-79|49-36 | |
| +----+-------+------+------+------+-----+------+-----+------+---+
| | III| |95 | |84 | |81 |72 |69 | 6 |
| | | - |------| - |------| - |------|-----|----- | |
| | | |65-13 | |57-59 | |55-53 |49-36|47-31 | |
+-------+----+-------+------+------+------+-----+------+-----+------+---+
| 0,2 | I | 158 |143 |143 |128 |113 |123 |113 |108 | 7 |
| | | ------|------|------|------|-----|------|-----|----- | |
| | | 108-32|98-04 |98-04 |87-76 |77-47|84-33 |77-47|74-04 | |
| +----+-------+------+------+------+-----+------+-----+------+---+
| | II | |128 | |118 |104 |113 |104 |96 | 8 |
| | | - |------| - |------|-----|------|-----|----- | |
| | | |87-76 | |80-90 |71-30|77-47 |71-30|65-82 | |
| +----+-------+------+------+------+-----+------+-----+------+---+
| | III| |123 | |113 | |104 |95 |91 | 9 |
| | | - |------| - |------| - |------|-----|----- | |
| | | |84-33 | |77-47 | |71-30 |65-13|62-39 | |
+-------+----+-------+------+------+------+-----+------+-----+------+---+
| 0,25 | I | 197 |178 |178 |158 |143 |153 |143 |128 |10 |
| | | ------|------|------|------|-----|------|-----|----- | |
| | | 135-06|122-04|122-04|108-32|98-04|104-90|98-04|87-76 | |
| +----+-------+------+------+------+-----+------+-----+------+---+
| | II | |153 | |143 |128 |138 |123 |118 |11 |
| | | - |------| - |------|-----|------|-----|----- | |
| | | |108-32| |98-04 |87-76|94-61 |84-33|80-90 | |
| +----+-------+------+------+------+-----+------+-----+------+---+
| | III| |154 | |138 | |128 |118 |113 |12 |
| | | - |------| - |------| - |------|-----|----- | |
| | | |105-58| |94-61 | |87-76 |80-90|77-47 | |
+-------+----+-------+------+------+------+-----+------+-----+------+---+
| | | а | б | в | г | д | е | ж | з | N |
+-------+----+-------+------+------+------+-----+------+-----+------+---+
+-------+----+------------------------------------------------------+---+
В. Щебеночный балласт
Таблица 3
Нормы времени и расценки на 1 км пути
+------+----+-------------------------------------------------------+---+
|Высота|Тип | Тип рельсов | |
|подъе-|шпал+-------------+--------------------+--------------------+ |
|мки,м | | Р65 | Р50 | Р43 | |
| | +-------------+--------------------+--------------------+ |
| | | Число шпал на 1 км | |
| | +------+------+------+------+------+------+------+------+ |
| | |2000 |1840, |2000 |1840, |1400 |1840 |1600 |1440 | |
| | | |1600 | |1600 | | | | | |
+------+----+------+------+------+------+------+------+------+------+---+
| 0,1 | I |113 |104 |104 |95 |86 |94 |85 |79 | 1 |
| | |------|------|------|------|------|------|------|----- | |
| | |77-47 |71-30 |71-30 |65-13 |58-96 |64-45 |58-28 |54-16 | |
| +----+------+------+------+------+------+------+------+------+---+
| | II | |97 | |86 |77 |83 |76 |71 | 2 |
| | | - |------| - |------|------|------|------|----- | |
| | | |66-50 | |58-96 |52-79 |56-90 |52-11 |48-68 | |
| +----+------+------+------+------+------+------+------+------+---+
| | III| |92 | |82 | |79 |70 |67 | 3 |
| | | - |------| - |------| - |------|------|----- | |
| | | |63-08 | |66-22 | |54-16 |47-99 |45-94 | |
+------+----+------+------+------+------+------+------+------+------+---+
| 0,15 | I |148 |138 |133 |123 |108 |118 |108 |99 | 4 |
| | |------|------|------|------|------|------|------|----- | |
| | |101-47|94-61 |91-18 |84-33 |74-04 |80-90 |74-04 |67-87 | |
| +----+------+------+------+------+------+------+------+------+---+
| | II | |123 | |108 |99 |104 |97 |91 | 5 |
| | | - |------| - |------|------|------|------|----- | |
| | | |84-33 | |74-04 |67-87 |71-30 |66-50 |62-39 | |
| +----+------+------+------+------+------+------+------+------+---+
| | III| |118 | |104 | |99 |91 |86 | 6 |
| | | - |------| - |----- | - |------|------|----- | |
| | | |80-90 | |71-30 | |67-87 |62-39 |58-96 | |
+------+----+------+------+------+------+------+------+------+------+---+
| 0,2 | I |197 |178 |178 |163 |148 |153 |143 |133 | 7 |
| | |------|------|------|------|------|------|------|----- | |
| | |135-06|122-04|122-04|111-75|101-47|108-32|98-04 |91-18 | |
| +----+------+------+------+------+------+------+------+------+---+
| | II | |163 | |143 |128 |138 |128 |118 | 8 |
| | | - |------| - |------|------|------|------|----- | |
| | | |111-75| |98-04 |87-76 |94-61 |87-76 |80-90 | |
| +----+------+------+------+------+------+------+------+------+---+
| | III| |158 | |138 | |133 |118 |113 | 9 |
| | | - |------| - |------| - |------|------|----- | |
| | | |108-32| |94-61 | |91-18 |80-90 |77-47 | |
+------+----+------+------+------+------+------+------+------+------+---+
| 0,25 | I |247 |227 |227 |197 |178 |192 |178 |163 |10 |
| | |------|------|------|------|------|------|------|----- | |
| | |169-34|155-63|155-63|135-06|122-04|131-64|122-04|111-75| |
| +----+------+------+------+------+------+------+------+------+---+
| | II | |197 | |178 |163 |173 |158 |148 |11 |
| | | - |------| - |------|------|------|------|----- | |
| | | |135-06| |122-04|111-75|118-61|108-32|101-47| |
| +----+------+------+------+------+------+------+------+------+---+
| | III| |192 | |173 | |163 |148 |143 |12 |
| | | - |------| - |------| - |------|------|----- | |
| | | |131-64| |118-61| |111-75|101-47|98-04 | |
+------+----+------+------+------+------+------+------+------+------+---+
| | | а | б | в | г | д | е | ж | з | N |
+------+----+------+------+------+------+------+------+------+------+---+
+------+----+-------------------------------------------------------+---+
Г. Асбестовый балласт
Таблица 4
Нормы времени и расценки на 1 км пути
+------+----+-------------------------------------------------------+---+
|Высота|Тип | Тип рельсов | |
|подъе-|шпал+-------------+--------------------+--------------------+ |
|мки,м | | Р65 | Р50 | Р43 | |
| | +-------------+--------------------+--------------------+ |
| | | Число шпал на 1 км | |
| | +------+------+------+------+------+------+------+------+ |
| | |2000 |1840 |2000 |1840, |1440 |1840 |1600 |1440 | |
| | | | | |1600 | | | | | |
+------+----+------+------+------+------+------+------+------+------+---+
| 0,1 | I |82 |78 |7,1 |67 |60 |67 |61 |57 | 1 |
| | |------|------|------|------|------|------|------|----- | |
| | |56-22 |53-48 |50-73 |45-94 |41-14 |45-94 |41-82 |39-08 | |
| +----+------+------+------+------+------+------+------+------+---+
| | II | | | |60 |54 |60 |54 |51 | 2 |
| | | - | - | - |------|------|------|------|----- | |
| | | | | |41-14 |37-02 |41-14 |37-02 |34-97 | |
| +----+------+------+------+------+------+------+------+------+---+
| | III| | | |59 |53 |57 |53 |50 | 3 |
| | | - | - | - |------|------|------|------|----- | |
| | | | | |40-45 |36-34 |39-08 |36-34 |34-28 | |
+------+----+------+------+------+------+------+------+------+------+---+
| 0,15 | I |107 |100 |97 |88 |79 |87 |79 |73 | 4 |
| | |------|------|------|------|------|------|------|----- | |
| | |73-36 |68-56 |66-50 |60-33 |54-16 |59-65 |54-16 |50-05 | |
| +----+------+------+------+------+------+------+------+------+---+
| | II | | | |79 |70 |79 |70 |66 | 5 |
| | | - | - | - |------|------|------|------|----- | |
| | | | | |54-16 |47-99 |54-16 |47-99 |45-25 | |
| +----+------+------+------+------+------+------+------+------+---+
| | III| | | |77 |69 |74 |69 |64 | 6 |
| | | - | - | - |------|------|------|------|----- | |
| | | | | |52-79 |47-31 |50-73 |47-31 |43-88 | |
+------+----+------+------+------+------+------+------+------+------+---+
| 0,2 | I |146 |138 |134 |121 |109 |121 |109 |100 | 7 |
| | |------|------|------|------|------|------|------|----- | |
| | |100-10|94-61 |91-87 |82-96 |74-73 |82-96 |74-73 |68-56 | |
| +----+------+------+------+------+------+------+------+------+---+
| | II | | | |109 |96 |109 |96 |92 | 8 |
| | | - | - | - |------|------|------|------|----- | |
| | | | | |74-73 |65-82 |74-73 |65-82 |63-08 | |
| +----+------+------+------+------+------+------+------+------+---+
| | III| | | |105 |96 |100 |96 |88 | 9 |
| | | - | - | - |------|------|------|------|----- | |
| | | | | |71-99 |65-82 |68-56 |65-82 |60-33 | |
+------+----+------+------+------+------+------+------+------+------+---+
| 0,25 | I |176 |167 |159 |146 |130 |142 |130 |121 |10 |
| | |------|------|------|------|------|------|------|----- | |
| | |120-67|114-50|109-01|100-10|89-13 |97-36 |89-13 |82-96 | |
| +----+------+------+------+------+------+------+------+------+---+
| | II | | | |130 |117 |130 |117 |109 |11 |
| | | - | - | - |------|------|------|------|----- | |
| | | | | |89-13 |80-22 |89-13 |80-22 |74-73 | |
| +----+------+------+------+------+------+------+------+------+---+
| | III| | | |126 |113 |121 |113 |109 |12 |
| | | - | - | - |------|------|------|------|----- | |
| | | | | |86-39 |77-47 |82-96 |77-47 |74-73 | |
+------+----+------+------+------+------+------+------+------+------+---+
| | | а | б | в | г | д | е | ж | з | N |
+------+----+------+------+------+------+------+------+------+------+---+
+------+----+-------------------------------------------------------+---+
Железобетонные шпалы
Состав звена
Монтеры пути 4 разр. - 1 " " 3 " - 7 " " 1 " - 2