title: ÐÑÐ¸ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð²ÑÑÐ¾ÑÐ¾Ð¹ 110 Ð¼ Ð² Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³Ðµ
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° ÑÐ¿ÐµÑÐ¸Ð°Ð»Ð¸ÑÑÐ°
titleType: Subtitle
title: Office building 110 m high in St. Petersburg
Creators: name: ÐÑÐ»Ð°ÐµÐ²Ð°, ÐÐ°ÑÑÑ
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: 2024
Subjects: ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÑ Ð¾Ð±Ð¾ÑÑÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ
Ð²Ð¸Ð±ÑÐ¾Ð¿Ð¾Ð³ÑÑÐ¶Ð°ÑÐµÐ»Ð¸
ÑÐ¿ÑÐ½ÑÐ¾Ð²Ð¾Ðµ Ð¾Ð³ÑÐ°Ð¶Ð´ÐµÐ½Ð¸Ðµ
Ð¼Ð°ÐºÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð°Ñ ÑÐ°ÑÑÐ¾ÑÐ°
ÐºÑÐ¸ÑÐµÑÐ¸Ð¸ Ð¾Ð±ÑÐµÐ¹ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÐ¸ Ð¾Ð±Ð¾ÑÑÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ
ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÑ
Ð¿Ð¾ÐºÐ°Ð·Ð°ÑÐµÐ»Ñ Ð¾Ð±ÑÐµÐ¹ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÐ¸ Ð¾Ð±Ð¾ÑÑÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ
equipment efficiency
vibratory loaders
sheet pile feencing
maximum frequency
criteria of overall equipment efficiency
cost
indicator of overall equipment efficiency

description: ÐÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð° Ð½Ð° ÑÐµÐ¼Ñ: Â«ÐÑÐ¸ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð²ÑÑÐ¾ÑÐ¾Ð¹ 110 Ð¼ Ð² Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÐµÂ». Ð ÑÐ¾Ð´Ðµ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ñ Ð´Ð¸Ð¿Ð»Ð¾Ð¼Ð½Ð¾Ð³Ð¾ Ð¿ÑÐ¾ÐµÐºÑÐ° Ð±ÑÐ»Ð° ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ð° Ð¿ÑÐ¾ÐµÐºÑÐ½Ð°Ñ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ñ Ð½Ð° Ð¾Ð±ÑÐµÐºÑ ÐºÐ°Ð¿Ð¸ÑÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Â«ÐÑÐ¸ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð²ÑÑÐ¾ÑÐ¾Ð¹ 110 Ð¼ Ð² Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÐµÂ». ÐÑÐ¾ÐµÐºÑÐ¸ÑÑÐµÐ¼ÑÐ¹ Ð¾Ð±ÑÐµÐºÑ â Ð·Ð´Ð°Ð½Ð¸Ðµ Ñ Ð¾ÑÐ¸ÑÐ°Ð¼Ð¸, ÑÐ°Ð·Ð¼ÐµÑÐµÐ½Ð½ÑÐ¼Ð¸ Ð½Ð° 2-27 ÑÑÐ°Ð¶Ð°Ñ, ÐºÐ¾Ð¼Ð¼ÐµÑÑÐµÑÐºÐ¸Ð¼Ð¸ Ð¿Ð¾Ð¼ÐµÑÐµÐ½Ð¸ÑÐ¼Ð¸ Ð½Ð° 1 ÑÑÐ°Ð¶Ðµ Ð¸ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ Ð´Ð²ÑÑÑÑÐ¾Ð²Ð½ÐµÐ²Ð¾Ð¹ Ð°Ð²ÑÐ¾ÑÑÐ¾ÑÐ½ÐºÐ¾Ð¹. Ð¦ÐµÐ»Ñ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°ÑÐµÐ»ÑÑÐºÐ¾Ð¹ ÑÐ°ÑÑÐ¸ ÑÐ°Ð±Ð¾ÑÑ Ð·Ð°ÐºÐ»ÑÑÐ°Ð»Ð°ÑÑ Ð² Ð²ÑÐ±Ð¾ÑÐµ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ° Ð²Ð¸Ð±ÑÐ¾Ð¿Ð¾Ð³ÑÑÐ¶Ð°ÑÐµÐ»Ñ, Ð¸ÑÐ¿Ð¾Ð»ÑÐ·ÑÐµÐ¼Ð¾Ð³Ð¾ Ð¿ÑÐ¸ ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ðµ ÑÐ¿ÑÐ½ÑÐ¾Ð²Ð¾Ð³Ð¾ Ð¾Ð³ÑÐ°Ð¶Ð´ÐµÐ½Ð¸Ñ ÐºÐ¾ÑÐ»Ð¾Ð²Ð°Ð½Ð° Ñ Ð¿Ð¾Ð¼Ð¾ÑÑÑ Ð¾ÑÐµÐ½ÐºÐ¸ Ð¾Ð±ÑÐµÐ¹ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÐ¸ Ð¾Ð±Ð¾ÑÑÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð² ÑÐ¾ÑÐµÑÐ°Ð½Ð¸Ð¸ ÑÐ¾ ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÐ½ÑÐ¼Ð¸ Ð¿Ð¾ÐºÐ°Ð·Ð°ÑÐµÐ»ÑÐ¼Ð¸ Ð½Ð° Ð°ÑÐµÐ½Ð´Ñ Ð¾Ð±Ð¾ÑÑÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ. ÐÐºÑÑÐ°Ð»ÑÐ½Ð¾ÑÑÑ Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð½Ð¾Ð¹ Ð¿ÑÐ¾Ð±Ð»ÐµÐ¼Ñ ÑÐ²Ð¾Ð´Ð¸ÑÑÑ Ðº Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð¾ÑÑÐ¸ Ð¿Ð¾Ð²ÑÑÐµÐ½Ð¸Ñ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÐ¸ Ð¿ÑÐ¾ÑÐµÑÑÐ¾Ð² ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ð° ÑÐ¿ÑÐ½ÑÐ¾Ð²Ð¾Ð³Ð¾ Ð¾Ð³ÑÐ°Ð¶Ð´ÐµÐ½Ð¸Ñ ÐºÐ¾ÑÐ»Ð¾Ð²Ð°Ð½Ð¾Ð² Ð² ÑÐ²ÑÐ·Ð¸ Ñ Ð¿Ð¾Ð¿ÑÐ»ÑÑÐ½Ð¾ÑÑÑÑ Ð´Ð°Ð½Ð½Ð¾Ð³Ð¾ Ð¼ÐµÑÐ¾Ð´Ð° ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ¸ ÐºÐ¾ÑÐ»Ð¾Ð²Ð°Ð½Ð¾Ð² Ð² Ð³ÑÐ°Ð¶Ð´Ð°Ð½ÑÐºÐ¾Ð¼ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ðµ. ÐÐ»Ñ ÑÐµÑÐµÐ½Ð¸Ñ Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð²Ð¾Ð¿ÑÐ¾ÑÐ° Ð±ÑÐ»Ð¸ Ð½Ð°Ð¹Ð´ÐµÐ½Ñ ÑÐµÑÐµÐ½Ð¸Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ñ Ð·Ð°Ð´Ð°Ñ: 1. ÐÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ðµ Ð°Ð½Ð°Ð»Ð¸Ð·Ð° ÑÑÑÐµÑÑÐ²ÑÑÑÐµÐ³Ð¾ Ð¿Ð¾Ð´ÑÐ¾Ð´Ð° Ðº Ð²ÑÐ±Ð¾ÑÑ Ð¾Ð±Ð¾ÑÑÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð´Ð»Ñ Ð¿Ð¾Ð³ÑÑÐ¶ÐµÐ½Ð¸Ñ ÑÐ¿ÑÐ½ÑÐ°; 2. ÐÑÑÑÐµÑÑÐ²Ð»ÐµÐ½Ð¸Ðµ Ð¿Ð¾Ð´Ð±Ð¾ÑÐ° Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ¾Ð² Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð¾Ð³Ð¾ Ð¾Ð±Ð¾ÑÑÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ; 3. ÐÑÑÐ¸ÑÐ»ÐµÐ½Ð¸Ðµ Ð´Ð»Ñ ÐºÐ°Ð¶Ð´Ð¾Ð³Ð¾ Ð¸Ð· Ð¿ÑÐµÐ´ÑÑÐ°Ð²Ð»ÐµÐ½Ð½ÑÑ Ð²Ð¸Ð±ÑÐ¾Ð¿Ð¾Ð³ÑÑÐ¶Ð°ÑÐµÐ»ÐµÐ¹ ÐºÑÐ¸ÑÐµÑÐ¸ÐµÐ² Ð¾Ð±ÑÐµÐ¹ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÐ¸ Ð¾Ð±Ð¾ÑÑÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ; 4. Ð ÐµÐ°Ð»Ð¸Ð·Ð°ÑÐ¸Ñ ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐµÑÐºÐ¾Ð¹ Ð¾ÑÐµÐ½ÐºÐ¸ Ð¿ÑÐµÐ´ÑÑÐ°Ð²Ð»ÐµÐ½Ð½ÑÑ Ðº ÑÐ°ÑÑÐ¼Ð¾ÑÑÐµÐ½Ð¸Ñ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ¾Ð² Ð²Ð¸Ð±ÑÐ¾Ð¿Ð¾Ð³ÑÑÐ¶Ð°ÑÐµÐ»ÐµÐ¹; 5. ÐÐ¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ðµ ÐºÐ¾ÑÑÑÐ¸ÑÐ¸ÐµÐ½ÑÐ° ÑÐ¾Ð¾ÑÐ½Ð¾ÑÐµÐ½Ð¸Ñ Ð¿Ð¾ÐºÐ°Ð·Ð°ÑÐµÐ»Ñ OEE Ðº ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÐ¸ Ð°ÑÐµÐ½Ð´Ñ Ð¾Ð±Ð¾ÑÑÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ, Ð²ÑÐ±Ð¾Ñ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð¿Ð¾ ÑÐµÐ½Ðµ Ð¸ Ð¿Ð¾ÐºÐ°Ð·Ð°ÑÐµÐ»Ñ Ð¾Ð±ÑÐµÐ¹ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÐ¸ Ð¾Ð±Ð¾ÑÑÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ° Ð²Ð¸Ð±ÑÐ¾Ð¿Ð¾Ð³ÑÑÐ¶Ð°ÑÐµÐ»Ñ; 6. Ð¡Ð´ÐµÐ»Ð°Ð½Ñ Ð²ÑÐ²Ð¾Ð´Ñ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¾ Ð¿ÑÐµÐ¸Ð¼ÑÑÐµÑÑÐ²Ð°Ñ Ð´Ð°Ð½Ð½Ð¾Ð³Ð¾ Ð¿Ð¾Ð´ÑÐ¾Ð´Ð° Ðº Ð²ÑÐ±Ð¾ÑÑ Ð¾Ð±Ð¾ÑÑÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð´Ð»Ñ Ð¿Ð¾Ð³ÑÑÐ¶ÐµÐ½Ð¸Ñ ÑÐ¿ÑÐ½ÑÐ¾Ð²Ð¾Ð³Ð¾ Ð¾Ð³ÑÐ°Ð¶Ð´ÐµÐ½Ð¸Ñ ÐºÐ¾ÑÐ»Ð¾Ð²Ð°Ð½Ð°. ÐÐ½Ð°Ð»Ð¸Ð· Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½Ð¾Ð¹ Ð¾ÑÐµÐ½ÐºÐ¸ Ð¾Ð±ÑÐµÐ¹ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÐ¸ Ð¾Ð±Ð¾ÑÑÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð²Ð¸Ð±ÑÐ¾Ð¿Ð¾Ð³ÑÑÐ¶Ð°ÑÐµÐ»ÐµÐ¹ Ñ ÑÑÐµÑÐ¾Ð¼ ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÐ½Ð¾Ð¹ ÑÐ°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸ÐºÐ¸ Ð°ÑÐµÐ½Ð´Ñ Ð¾Ð±Ð¾ÑÑÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÐ¿Ð¾ÑÐ¾Ð±ÑÑÐ²ÑÐµÑ Ð²ÑÐ±Ð¾ÑÑ Ð½Ðµ ÑÐ¾Ð»ÑÐºÐ¾ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐ½Ð¾Ð³Ð¾ (ÐºÐ°Ðº Ð² ÑÑÐ°Ð´Ð¸ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¼ Ð¾Ð±ÑÐ°Ð·Ðµ Ð¿Ð¾Ð´Ð±Ð¾ÑÐ° Ð¾Ð±Ð¾ÑÑÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð´Ð»Ñ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ñ ÑÐ°Ð±Ð¾Ñ), Ð½Ð¾ Ð¸ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾Ð³Ð¾ Ð¾Ð±Ð¾ÑÑÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ, Ð¼Ð¸Ð½Ð¸Ð¼Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°Ð² ÑÐ¸ÑÐºÐ¸ Ð½Ð° Ð¿ÑÐ¾ÑÑÐ¾Ð¸ ÑÐ°Ð±Ð¾Ñ Ð½Ð° ÑÑÑÐ¾Ð¸-ÑÐµÐ»ÑÐ½Ð¾Ð¹ Ð¿Ð»Ð¾ÑÐ°Ð´ÐºÐµ, Ð° ÑÐ°ÐºÐ¶Ðµ ÑÐ¾ÐºÑÐ°ÑÐ¸Ð² ÑÑÐ¾ÐºÐ¸ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ñ ÑÐ°Ð±Ð¾Ñ. Ð¢Ð°ÐºÐ¸Ð¼ Ð¾Ð±ÑÐ°Ð·Ð¾Ð¼, Ð¿ÑÐµÐ´Ð»Ð¾Ð¶ÐµÐ½Ð° Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ° Ð¿Ð¾Ð´Ð±Ð¾ÑÐ° Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ° Ð²Ð¸Ð±ÑÐ¾Ð¿Ð¾Ð³ÑÑÐ¶Ð°ÑÐµÐ»Ñ Ð´Ð»Ñ ÑÐ°Ð±Ð¾Ñ Ð¿Ð¾ ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ñ ÑÐ¿ÑÐ½ÑÐ¾Ð²Ð¾Ð³Ð¾ Ð¾Ð³ÑÐ°Ð¶Ð´ÐµÐ½Ð¸Ñ, ÐºÐ¾ÑÐ¾ÑÐ°Ñ, Ð² Ð¾ÑÐ»Ð¸ÑÐ¸Ðµ Ð¾Ñ ÑÑÐ°Ð´Ð¸ÑÐ¸Ð¾Ð½Ð½Ð¾Ð³Ð¾ Ð¿Ð¾Ð´ÑÐ¾Ð´Ð°, Ð¿Ð¾Ð·Ð²Ð¾Ð»ÑÐµÑ Ð¼Ð¸Ð½Ð¸Ð¼Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°ÑÑ Ð¿ÑÐ¾ÑÑÐ¾Ð¸ ÑÐ°Ð±Ð¾Ñ Ð½Ð° Ð¾Ð±ÑÐµÐºÑÐµ, Ð° ÑÐ°ÐºÐ¶Ðµ ÑÐ¾ÐºÑÐ°ÑÐ¸ÑÑ ÑÑÐ¾ÐºÐ¸ ÑÐ°Ð±Ð¾Ñ.
description: The graduation qualification work was carried out on the topic: "Office building 110 m high in St. Petersburg". In the course of the graduation project the design documentation for the capital construc-tion object "Office building 110 m high in St. Petersburg" was developed. The projected object is a building with offices located on the 2nd-27th floors, commercial premises on the 1st floor and underground two-level parking lot. The purpose of the research part of the work was to select the optimal variant of the vibra-tory loader used in the sheet piling of excavations by evaluating the overall efficiency of the equipment in conjunction with the cost of equipment rental. The relevance of the problem is re-duced to the necessity of increasing the efficiency of sheet piling processes in connection with the popularity of this method of excavation in civil engineering. To solve the problem the following tasks have been found: 1. Analyzing the existing approach to the selection of equipment for sheet piling; 2.Â  Â  Realization of selection of variants of the necessary equipment; 3. Calculation for each of the presented vibratory loaders of the criteria of the overall ef-ficiency of the equipment; 4. Realization of economic evaluation of the submitted to consideration variants of vi-brating loaders; 5. Determination of the ratio of OEE to the cost of equipment rental, selection of the op-timal variant of the vibrating loader in terms of price and overall equipment efficiency; 6. Conclusions of the conducted research about the advantages of this approach to the choice of equipment for sheet piling of the excavation are made. The analysis of the received estimation of the general efficiency of the equipment of vibra-tory loaders taking into account the cost characteristic of the equipment rental contributes to the choice not only of the most economical (as in the traditional way of selection of the equipment for works), but also of the effective equipment, minimizing the risks on the downtime of works on the construction site, and also reducing the terms of works. Thus, the methodology of selection of the optimal variant of the vibratory loader for the works on the sheet pile fence construction is of-fered, which, unlike the traditional approach, allows minimizing the downtime of works at the site, as well as reducing the time of works.