From b1b00656f2f94e0ce9f5398d7c19baaa41c3ceb7 Mon Sep 17 00:00:00 2001 From: keboss-m <85340750+keboss-m@users.noreply.github.com> Date: Fri, 29 May 2026 01:04:01 +0300 Subject: [PATCH] =?UTF-8?q?Add=20PDF=20OCR=20pipeline=20and=20project=20in?= =?UTF-8?q?dexes=20for=20=D0=9A=D1=80=D0=BE=D0=BD=D1=88=D1=82=D0=B0=D0=B4?= =?UTF-8?q?=D1=82=D1=81=D0=BA=D0=B8=D0=B9=20and=20123?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit --- .gitignore | 7 + build_index.py | 119 + output/full_ocr_results.json | 38686 +++++++++++++++++++++++++ output/ocr_results.json | 9020 ++++++ output/parsed_entities.json | 23 + output/project_index.json | 510 + output_123/full_ocr_results.json | 43965 +++++++++++++++++++++++++++++ output_123/project_index.json | 380 + process_any_pdf.py | 87 + process_pdf.py | 258 + process_pdf_full.py | 99 + 11 files changed, 93154 insertions(+) create mode 100644 .gitignore create mode 100644 build_index.py create mode 100644 output/full_ocr_results.json create mode 100644 output/ocr_results.json create mode 100644 output/parsed_entities.json create mode 100644 output/project_index.json create mode 100644 output_123/full_ocr_results.json create mode 100644 output_123/project_index.json create mode 100644 process_any_pdf.py create mode 100644 process_pdf.py create mode 100644 process_pdf_full.py diff --git a/.gitignore b/.gitignore new file mode 100644 index 0000000..99d9b75 --- /dev/null +++ b/.gitignore @@ -0,0 +1,7 @@ +*.pdf +output/*.png +output_123/*.png +__pycache__/ +*.pyc +.DS_Store +Thumbs.db diff --git a/build_index.py b/build_index.py new file mode 100644 index 0000000..dfdbd1f --- /dev/null +++ b/build_index.py @@ -0,0 +1,119 @@ +#!/usr/bin/env python3 +# -*- coding: utf-8 -*- +""" +Сборка базы (индекса) проекта из full_ocr_results.json в заданной папке. +Использование: + python build_index.py +""" + +import sys +import json +import re +from pathlib import Path + +def build_index_for_folder(folder: Path): + ocr_path = folder / "full_ocr_results.json" + if not ocr_path.exists(): + print(f"[ERR] Не найден {ocr_path}") + return + + data = json.loads(ocr_path.read_text(encoding="utf-8")) + pages = data["pages"] + index_path = folder / "project_index.json" + + # --- метаданные из текстового слоя первых страниц --- + meta = {} + front_text = "\n".join(p["pdf_text_layer"] for p in pages[:3]) + m = re.search(r'(180-[^\s\n]+)', front_text) + if m: meta["document_number"] = m.group(1) + m = re.search(r'Заказчик[:\s]+([^\n]+)', front_text) + if m: meta["customer"] = m.group(1).strip() + m = re.search(r'(\d{2}\.\d{2}\.\d{2,4})', front_text) + if m: meta["date"] = m.group(1) + m = re.search(r'Главный инженер проекта\s*\n?\s*([^\n()]+)', front_text) + if m: meta["chief_engineer"] = m.group(1).strip() + + # --- оглавление --- + toc = [] + toc_text = "\n".join(p["pdf_text_layer"] for p in pages[2:6]) + for line in toc_text.splitlines(): + line = line.strip() + m = re.search(r'^(.+?)\s*\.\.\.\.?\s*(\d+)\s*$', line) + if m: + title = m.group(1).strip() + page = int(m.group(2)) + if len(title) > 5 and not title.startswith("180-"): + toc.append({"title": title, "page": page}) + + # --- индекс страниц --- + page_index = [] + for p in pages: + ocr_text = "\n".join(l["text"] for l in p["ocr_lines"]) + preview = ocr_text[:400] + "..." if len(ocr_text) > 400 else ocr_text + page_index.append({ + "page_number": p["page_number"], + "image": p["image"], + "line_count": p["ocr_line_count"], + "pdf_text_preview": p["pdf_text_layer"][:300] if p["pdf_text_layer"] else "", + "ocr_text_preview": preview, + }) + + # --- сущности --- + floors, axes, dims, rooms, dates, docs = set(), set(), set(), set(), set(), set() + floor_re = re.compile(r"(\d+)[-\s]?й\s*этаж", re.I) + axis_re = re.compile(r"\b([А-Я])\b") + num_axis_re = re.compile(r"\b(\d{1,2})\b") + dim_re = re.compile(r"\b(\d{3,5})\b") + room_re = re.compile(r"([Кк]вартира|[Кк]в\.?\s*\d+|[Пп]омещение\s*\d+)", re.I) + date_re = re.compile(r"\b(\d{2}\.\d{2}\.\d{2,4})\b") + doc_re = re.compile(r"(180-[^\s\n]+)") + + for p in pages: + for entry in p["ocr_lines"]: + t = entry["text"] + for m in floor_re.finditer(t): floors.add(m.group(0)) + for m in axis_re.finditer(t): axes.add(m.group(1)) + for m in num_axis_re.finditer(t): + v = m.group(1) + if v.isdigit() and 1 <= int(v) <= 50: axes.add(v) + for m in dim_re.finditer(t): + v = m.group(1) + if 100 <= int(v) <= 20000: dims.add(v) + for m in room_re.finditer(t): rooms.add(m.group(0)) + for m in date_re.finditer(t): dates.add(m.group(1)) + for m in doc_re.finditer(t): docs.add(m.group(1)) + + entities = { + "floors": sorted(floors), "axes": sorted(axes), + "dimensions": sorted(dims), "rooms": sorted(rooms), + "dates": sorted(dates), "document_refs": sorted(docs), + } + + index = { + "project": { + "document_number": meta.get("document_number"), + "customer": meta.get("customer"), + "date": meta.get("date"), + "chief_engineer": meta.get("chief_engineer"), + "total_pdf_pages": len(pages), + "ocr_processed_pages": len(pages), + }, + "table_of_contents": toc, + "pages": page_index, + "entities": entities, + "sources": {"ocr_json": str(ocr_path)} + } + + with open(index_path, "w", encoding="utf-8") as f: + json.dump(index, f, ensure_ascii=False, indent=2) + + print(f"[build_index] Saved -> {index_path}") + print(f" Pages: {len(page_index)}, TOC: {len(toc)}") + print(f" Entities: { {k: len(v) for k,v in entities.items()} }") + +def main(): + folder = Path(sys.argv[1]) if len(sys.argv) > 1 else Path(r"D:\TEST docs\output_123") + build_index_for_folder(folder) + +if __name__ == "__main__": + main() diff --git a/output/full_ocr_results.json b/output/full_ocr_results.json new file mode 100644 index 0000000..b19cdf1 --- /dev/null +++ b/output/full_ocr_results.json @@ -0,0 +1,38686 @@ +{ + "pages": [ + { + "page_number": 1, + "image": "page_001.png", + "pdf_text_layer": "2026 \n \nИнв. № подл. \nПодпись и дата \nВзам. инв. № \n \n \n \n \n \n \nОбщество с ограниченной ответственностью «Мераком» \n \n«Подключение к централизованной системе водоотведения \nобъекта: Жилая застройка с объектами социальной инфраструктуры \nпо адресу: г. 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Москва, САО, Головинский район, \nКронштадтский бульв., (16-18)» и составлен настоящий отчет. \n23.03.2026 г настоящий отчет передан заказчику ООО «МСК Проект». \nОбследование сооружений и инженерных коммуникаций и составление \nнастоящего отчета выполнено ООО «МЕРАКОМ» на основании договора. \nОбследуемые сооружения расположенные в предварительной зоне влияния \nстроительства объекта в соответствии с приложением №1: \n• \nПоз.1 – Ограждение (L=27,6); \n• \nПоз.2 – Сооружение М1/Н (S=3,8); \n• \nПоз.3 – Ограждение (L=214,0). \n \nИнженерные коммуникации: \n• \nПоз.1 – Водосток Ø1000 ж/б (L-44,8 м.); \n• \nПоз.2 – Водосток Ø535 ппл (L-7 м.); \n• \nПоз.3 – Водосток (L-5,3 м.); \n• \nПоз.4 – Водосток Ø400 (L-2,1 м.); \n• \nПоз.5 – Водосток Ø1000 ж/б (L-105,5 м.); \n• \nПоз.6 – Водопровод Ø315 п/э в ф-ре Ø530 ст. 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Кол.у Лист №док. Подп. \nДата \n 12 \n \n1.2. \nРезультаты обследования сооружения М1/Н б/н (поз. 2) \nОбщее описание: \nВыполнено обследование сооружения М1/Н б/н (поз. 2) в зоне влияния от \nнового \nстроительства \nобъекта \n«Подключение \nк \nцентрализованной \nсистеме \nводоотведения объекта: Жилая застройка с объектами социальной инфраструктуры \nпо адресу: г. Москва, САО, Головинский район, Кронштадтский бульв., (16-18)». \nРаботы по обследованию были выполнены 23.03.2026 г. \nСводная таблица с параметрами и описанием обследуемого сооружения \nприведена в п.3. Расположение обследуемого сооружения окружающей застройки \nприведено на ситуационном плане обследуемых инженерных сетей, зданий и \nсооружений в приложении № 1. Фотофиксация обследуемых коммуникаций \nприведена в приложении № 2. \nФактическое состояние сооружения М1/Н б/н (поз. 2): \n1. \nСооружение б/н (поз. 2) – нежилые строения - металлический контейнер. \nСтроение - одноэтажное. Конструктивный тип объекта - Металлический контейнер. \nМаксимальная высота контейнеров – 2,6м. \n2. \nКонтейнер установлен по грунту. \n3. \nВертикальными несущими конструкциями контейнера являются стальные \nстойки из уголков 150х150х10мм и 75х75х5мм. Горизонтальными несущими \nконструкциями являются стальные балки из швеллеров 220х50х4мм и 120х50х4мм. \n4. \nГабариты контейнера (ДхШхВ) –1,8х2,1х2,6м. \n5. \nНаружные \nограждающие \nстены \nвыполнены \nиз \nпрофилированного \nметаллического листа. \n6. \nКрыша плоская из профилированного металлического листа. \nВыводы и рекомендации: \nсооружения М1/Н б/н (поз. 2) – некапитальное (не имеют прочной связи с \nземлей и конструктивные характеристики позволяют осуществить перемещение и \n(или) демонтаж и последующую сборку без несоразмерного ущерба (п. 10.2 190-ФЗ в \nред. Федерального закона от 03.08.2018 N 342-ФЗ)). \nОбщее состояние конструкций сооружения М1/Н б/н (поз. 2) – \nработоспособное (II категория состояния конструкций). 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Кол.у Лист №док. Подп. \nДата \n 13 \n1.3. \nРезультаты обследования Сооружения ограждения (поз. 3) \n(некапитальное сооружение) \nОбщее описание: \nВыполнено обследование сооружения ограждения (поз. 3) в зоне от нового \nстроительства объекта «Подключение к централизованной системе водоотведения \nобъекта: Жилая застройка с объектами социальной инфраструктуры по адресу: г. \nМосква, САО, Головинский район, Кронштадтский бульв., (16-18)». \nРаботы по обследованию были выполнены 23.03.2026 г. \nСводная таблица с параметрами и описанием обследуемого сооружения \nприведена в п.3. Расположение обследуемого сооружения окружающей застройки \nприведено на ситуационном плане обследуемых инженерных сетей, зданий и \nсооружений в приложении № 1. 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креплением по\nСК2406-86\nКотлован №14 (К1-14)\n3,6х3,6х4,4(h)\nс рамным креплением по\nСК2406-86\nКотлован №15 (К1-15)\n3,6х3,6х4,0(h)\nс рамным креплением по\nСК2406-86\nКотлован №16 (К1-16, К1-17)\n5,8х3,6х4,5(h)\nс рамным креплением по СК\n2406-86\nКотлован №17 (К1-18)\n3,6х3,6х4,2(h)\nс рамным креплением по\nСК2406-86\nКотлован №18 (К1-19)\n4,5х3,6х4,9(h)\nрамный котлован по СК\n2406-86\nКотлован №19\n6,2х3,6х4,3h)\nрамный котлован по СК\n2406-86\nКотлован №4 (К1-4)\n6,3х3,2х3,9(h)\nс рамным креплением по\nСК2406-86\nСитуационный план с предварительной зоной влияния\n- теплосеть\n- водопровод\n- водосток\nСуществующие сети\n:\n- канализация\n- Предварительная зона влияния от нового строительства\n- здание или сооружение\nУСЛОВНЫЕ ОБОЗНАЧЕНИЯ:", + "ocr_lines": [ + { + "text": "CumyauUoHHblu nAaH CnpedbapUmeAbHou 3oHouBnUgHUa", + "confidence": 0.61857, + "bbox": [ + [ + 1856.8170166015625, + 77.546875 + ], + [ + 3766.68603515625, + 77.546875 + ], + [ + 3766.68603515625, + 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Кол.у Лист №док. Подп. \nДата \n 37 \nПриложение №1 \nк Договору \nТЕХНИЧЕСКОЕ ЗАДАНИЕ \nна \nтехническое \nобследование \nсуществующих \nконструкций \nинженерных \nкоммуникаций, зданий и сооружений, попадающих в зону влияния от нового \nстроительства объекта «Подключение к централизованной системе водоотведения \nобъекта: Жилая застройка с объектами социальной инфраструктуры по адресу: г. \nМосква, САО, Головинский район, Кронштадтский бульв., (16-18)». \n \n1. Основание для разработки \nОснованием для разработки служит договор, заключенный между Обществом с \nограниченной ответственностью «МСК Проект» и Обществом с ограниченной \nответственностью «Мераком». \n \n2. Цель и назначение \nВыполнение обмерно-обследовательских работ (визуальное обследование) с \nцелью \nопределения \nкатегории \nтехнического \nсостояния \nсуществующих \nинженерных коммуникаций, вентиляционных камер и других сопутствующих \nинженерных конструкций, попадающих в зону влияния нового строительства и \nвыполнение обмерно-обследовательских работ с целью определения категории \nтехнического состояния существующих зданий и сооружений, попадающих в зону \nвлияния нового строительства. \n3. 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Кол.у Лист №док. Подп. \nДата \n 38 \n \n№ \nп.п. \n№ по \nсхеме \nПлощадь/длина, м2 \nНаименование зданий и \nсооружений \n1 \n1 \nL=27,6 \nОграждение \n2 \n2 \nS=3,8 \nСооружение М1/Н \n3 \n3 \nL=214,0 \nОграждение \n \n4. Методика обследования \nОбследование выполнить в соответствии с нормативным документом ГОСТ \n31937-2024 «Здания и сооружения. Правила обследования и мониторинга \nтехнического состояния». \n \n5. Состав работ \n5.1. Анализ \nимеющейся \nпроектной \nдокументации \nи \nрезультатов \nранее \nпроведенных обследований. \n5.2. Проведение обмерных работ: определение геометрических параметров \nконструкций, \nсоставление \nпланов, \nразрезов \nинженерных \nкоммуникаций, \nвентиляционных камер и других сопутствующих инженерных конструкций. \n5.3. Фотофиксация \nсовременного \nсостояния \nконструкций, \nв \nтом \nчисле \nфотофиксация выявленных дефектов и повреждений. \n5.4. Составление дефектной ведомости основных несущих конструкций с \nуказанием их дальнейшей эксплуатационной пригодности. \n5.5. Указание категории технического состояния обследуемых коммуникаций и \nсооружений (СП 22.13330.2016). \n \n6. Особые условия \n6.1. \n«Заказчик» \nобеспечивает \n«Исполнителю» \nдоступ \nк \nобследуемым \nконструкциям и подачу электроэнергии к местам проведения испытаний и \nизмерений. \n6.2. «Заказчик» и «Исполнитель» обязаны назначить своих контактных лиц. \n6.3. «Исполнитель» принимает на себя ответственность за качественное и \nсвоевременное выполнение работ в соответствии с настоящим Техническим \nзаданием. \n6.4. 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Кол.у Лист №док. Подп. \nДата \n 40 \nПРОГРАММА РАБОТ \nПрограмма работ на выполнение обследования конструкций инженерных \nкоммуникаций, зданий и сооружений, попадающих в зону влияния от нового \nстроительства объекта «Подключение к централизованной системе водоотведения \nобъекта: Жилая застройка с объектами социальной инфраструктуры по адресу: г. \nМосква, САО, Головинский район, Кронштадтский бульв., (16-18)». \n \n1. Основанием для разработки служит договор, заключенный между Обществом с \nограниченной ответственностью «МСК Проект» и Обществом с ограниченной \nответственностью «Мераком». \n \n2. Целью \nобследования \nявляется \nопределение \nтехнического \nсостояния \nстроительных \nконструкций зданий/сооружений и инженерных коммуникаций, установление \nналичия повреждений и дефектов и их фиксация. \n3. 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Кол.у Лист №док. Подп. \nДата \n 41 \n• ГОСТ 18105-2018 «Бетоны. Правила контроля и оценки прочности»; \n• СП 11-105-97 «Инженерно-геологические изыскания для строительства»; \n• СП \n15.13330.2020 \n«СНиП \nII-22-81* \n\"Каменные \nи \nармокаменные \nконструкции»; \n• СП 16.13330.2017 «Стальные конструкции»; \n• СП 20.13330.2016 «Нагрузки и воздействия»; \n• СП 22.13330.2016 «Основания зданий и сооружений»; \n• СП 24.13330.2021 «СНиП 2.02.03-85 \"Свайные фундаменты»; \n• СП 47.13330.2016 «Инженерные изыскания для строительства. Основные \nположения»; \n• СП 50-101-2004 «Проектирование и устройство оснований и фундаментов \nзданий и сооружений»; \n• СП 63.13330.2018 «Бетонные и железобетонные конструкции»; \n• СП 70.13330.2012 «Несущие и ограждающие конструкции»; \n• СП \n249.1325800.2016 \n«Коммуникации \nподземные. \nПроектирование \nи \nстроительство закрытым и открытым способом»; \n• Справочник \nпроектировщика. \nОснования, \nфундаменты \nи \nподземные \nсооружения, Стройиздат, Москва, 1985. \n5. Список зданий и сооружений, и инженерных коммуникаций, предназначенных для \nобследования: \n№ \nп.п. \n№ по \nсхеме \nНаименование сетей \nПредварительная \nпротяженность сетей, м \n1 \n1 \nВодосток Ø1000 ж/б \n44,8 \n2 \n2 \nВодосток Ø535 ппл \n7,0 \n3 \n3 \nВодосток \n5,3 \n4 \n4 \nВодосток Ø400 \n2,1 \n5 \n5 \nВодосток Ø1000 ж/б \n105,5 \n6 \n6 \nВодопровод Ø315 п/э в ф-ре Ø530 ст. \n89,3 \n7 \n7 \nКанализация Ø800 ж/б в щите Ø2000 \n78,3 \n8 \n8 \nТеплосеть 2х Ø219 в канале 1900х1125 \n34,3 \n9 \n9 \nВодопровод Ø300 \n82,0", + "ocr_lines": [ + { + "text": "41", + "confidence": 0.99991, + "bbox": [ + [ + 2271.313232421875, + 79.56653594970703 + ], + [ + 2338.27197265625, + 79.56653594970703 + ], + [ + 2338.27197265625, + 139.6834716796875 + ], + [ + 2271.313232421875, + 139.6834716796875 + ] + ] + }, + { + "text": "「OCT 18105-2018 《BeTOHbl. paBWna KOHTpOnA И 0ueHKИ npo4H0CTH》;", + "confidence": 0.83585, + "bbox": [ + [ + 481.0461730957031, + 210.40928649902344 + ], + [ + 2095.10595703125, + 219.25 + ], + [ + 2095.10595703125, + 275.8306579589844 + ], + [ + 481.0461730957031, + 266.98992919921875 + ] + ] + }, + { + "text": "C 11-105-97 《VH*eHepHO-reOnorN4eCKMe W3bICKaHN9 An9 CTpoNTenbCTBa》;", + "confidence": 0.85062, + "bbox": [ + [ + 489.8565368652344, + 304.1209716796875 + ], + [ + 2216.68896484375, + 312.9617004394531 + ], + [ + 2216.68896484375, + 366.00604248046875 + ], + [ + 489.8565368652344, + 357.16534423828125 + ] + ] + }, + { + "text": "·", + "confidence": 0.74467, + "bbox": [ + [ + 422.8977355957031, + 408.4415283203125 + ], + [ + 468.7116394042969, + 399.600830078125 + ], + [ + 475.75994873046875, + 434.9637145996094 + ], + [ + 429.9460144042969, + 443.804443359375 + ] + ] + }, + { + "text": "Cn", + "confidence": 0.64403, + "bbox": [ + [ + 484.5703125, + 396.06451416015625 + ], + [ + 574.4360961914062, + 396.06451416015625 + ], + [ + 574.4360961914062, + 447.3407287597656 + ], + [ + 484.5703125, + 447.3407287597656 + ] + ] + }, + { + "text": "15.13330.2020", + "confidence": 0.99973, + "bbox": [ + [ + 630.8224487304688, + 394.29638671875 + ], + [ + 972.664794921875, + 394.29638671875 + ], + [ + 972.664794921875, + 447.3407287597656 + ], + [ + 630.8224487304688, + 447.3407287597656 + ] + ] + }, + { + "text": "《CHu", + "confidence": 0.8594, + "bbox": [ + [ + 1034.33740234375, + 396.06451416015625 + ], + [ + 1208.78271484375, + 396.06451416015625 + ], + [ + 1208.78271484375, + 445.5726013183594 + ], + [ + 1034.33740234375, + 445.5726013183594 + ] + ] + }, + { + "text": "II-22-81*", + "confidence": 0.9023, + "bbox": [ + [ + 1265.1690673828125, + 394.29638671875 + ], + [ + 1476.617919921875, + 394.29638671875 + ], + [ + 1476.617919921875, + 447.3407287597656 + ], + [ + 1265.1690673828125, + 447.3407287597656 + ] + ] + }, + { + "text": "\"KaMeHHble", + "confidence": 0.95815, + "bbox": [ + [ + 1525.9559326171875, + 394.29638671875 + ], + [ + 1793.791259765625, + 403.1371154785156 + ], + [ + 1792.0291748046875, + 456.18145751953125 + ], + [ + 1524.19384765625, + 447.3407287597656 + ] + ] + }, + { + "text": "apMOKaMeHHble", + "confidence": 0.92733, + "bbox": [ + [ + 1952.3778076171875, + 406.67340087890625 + ], + [ + 2304.792724609375, + 406.67340087890625 + ], + [ + 2304.792724609375, + 452.6451721191406 + ], + [ + 1952.3778076171875, + 452.6451721191406 + ] + ] + }, + { + "text": "KOHCTpyKLNN》;", + "confidence": 0.806, + "bbox": [ + [ + 422.8977355957031, + 470.3266296386719 + ], + [ + 757.6917724609375, + 470.3266296386719 + ], + [ + 757.6917724609375, + 523.3709716796875 + ], + [ + 422.8977355957031, + 523.3709716796875 + ] + ] + }, + { + "text": "C 16.13330.2017《CTanbHble KOHCTpyKμИN》;", + "confidence": 0.88157, + "bbox": [ + [ + 488.0944519042969, + 549.8931884765625 + ], + [ + 1531.2421875, + 560.5020141601562 + ], + [ + 1531.2421875, + 613.54638671875 + ], + [ + 488.0944519042969, + 602.9375 + ] + ] + }, + { + "text": "C 20.13330.2016《HarPy3KИ И B03neVCTBM9》;", + "confidence": 0.86593, + "bbox": [ + [ + 484.5703125, + 643.6048583984375 + ], + [ + 1547.100830078125, + 648.9093017578125 + ], + [ + 1547.100830078125, + 701.9536743164062 + ], + [ + 484.5703125, + 696.6492309570312 + ] + ] + }, + { + "text": "C 22.13330.2016 《OcHOBaHN9 3aHNN V C0OpyKeHNU》;", + "confidence": 0.7999, + "bbox": [ + [ + 486.3323974609375, + 733.7802734375 + ], + [ + 1760.311767578125, + 739.084716796875 + ], + [ + 1760.311767578125, + 792.1290283203125 + ], + [ + 486.3323974609375, + 786.8246459960938 + ] + ] + }, + { + "text": "C 24.13330.2021《CHn 2.02.03-85\"CBaVHble yHnaMeHTbl》;", + "confidence": 0.92938, + "bbox": [ + [ + 484.5703125, + 823.9556884765625 + ], + [ + 1940.0433349609375, + 831.0282592773438 + ], + [ + 1940.0433349609375, + 882.304443359375 + ], + [ + 484.5703125, + 875.2318725585938 + ] + ] + }, + { + "text": "C 47.13330.2016 《ИHXeHepHble W3bICKaHM9 An9 CTpONTenbCTBa. 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Подп. \nДата \n 9 \nВведение \n23.03.2026 г было выполнено обследование сооружений и инженерных \nкоммуникаций в зону влияния от нового строительства объекта «Подключение к \nцентрализованной системе водоотведения объекта: Жилая застройка с объектами \nсоци", + "ocr_text_preview": "9\nBBeIeHMe\n23.03.2O26 1 6bIJIO BbI1IOJIHeHO 06cJIeIOBaHHe COOpyKeHH W HHKeHepHbIX\nKOMMyHMKaUH B 3OHy BJIHAHHA OT HOBOrO CTpOHTeJIbCTBa OObeKTa 《IIoIKJIOueHHe K\nHeHTpaJIH3OBaHHOn cHCTeMe BOIOOTBeIeHHA O6beKTa: KHJIaA 3aCTpoMKa C OObeKTaMH\ncOHaIbHOi HHΦpacTpyKTypbI HIO aIpecy: r. MocKBa, CAO, ToJIOBHHCKH paiOH,\nKpOHITaITCKH 6yJIbB., (16-18)> H cOCTaBJIeH HaCTOAIIIHY OTHeT.\n23.03.2026 r HacToAmni 0Ty..." + }, + { + "page_number": 10, + "image": "page_010.png", + "line_count": 46, + "pdf_text_preview": "180-24/МСК-ОСК.ПЗ \nЛист \n7 \nИзм. Кол.у Лист №док. Подп. \nДата \n 10 \nстандарт предназначен для применения в строительстве при проведении \nобследований и мониторинга технического состояния зданий и сооружений, при \nразработке заданий на проектирование, обследование и мониторинг зданий и \nсооружений, ", + "ocr_text_preview": "10\nIpИ IpoBeIeHHИ\n06cJIeIOBaHH W MOHHTOpHHra TeXHH4eCKOrO COCTOAHHA 3IaHH W COOpyKeHHi, IpH\npa3pa6oTKe 3aIaHH Ha HpoeKTHpoBaHHe, O6cIeIOBaHHe И MOHHTOpHHr 3IaHHY H\ncoOpyKeHHi, a TaKKe IpH pa3pa6oTKe IpoeKTHOi IOKyMeHTaIHH, W He yCTaHaBJIHBaeT\nrpe6oBaHNN\n K HpoeKTHpoBaHHIO\nMepoIpHATHn\nHoycTpaHeHHfo\nBbIABJIEHHbIX\nHeIOCTaTKOB B FpyHTOBbIX MacCHBaX, KOHCTpyKHHAX, HX 3IeMeHTaX W cOeIHHeHHAX, a\nTaKKeK ..." + }, + { + "page_number": 11, + "image": "page_011.png", + "line_count": 35, + "pdf_text_preview": "180-24/МСК-ОСК.ПЗ \nЛист \n8 \nИзм. Кол.у Лист №док. Подп. \nДата \n 11 \n1. Обследование зданий и сооружений \n1.1. \nСооружения ограждения (подпорная стена) (поз. 1) \nВыполнено обследование ограждения (подпорная стена) (поз. 1) в зоне влияния \nстроительства объекта: «Подключение к централизованной систем", + "ocr_text_preview": "11\n1. O6cJIeIoBaHMe 3IaHui W coopyKeHUi\n1.1.\nCoOpyKeHHA orpaKIeHU (HoIHOpHaA cTeHa) (IIO3. 1)\nBbIMIOJIHeHO 06cJIeIOBaHHe OrpaKIeHHA (HOIHOpHaA CTeHa) (1IO3. 1) B 3OHe BJINAHHX\ncTpoHTeJIbcTBa OObeKTa: 《IIoIKJIIOueHHe K HeHTpaJIH3OBaHHON cHCTeMe BOIOOTBeIeHHA\n06beKTa: KHJIaX 3acTpoiKa C O6beKTaMH cOUHaJbHon HHΦpacTpyKTypHI HO aIpecy: 1.\nMocKBa, CAO, ToJOBHHCKHH paHOH, KpOHHTaITCKH 6yJIbB., (16-18)>...." + }, + { + "page_number": 12, + "image": "page_012.png", + "line_count": 38, + "pdf_text_preview": "180-24/МСК-ОСК.ПЗ \nЛист \n9 \nИзм. Кол.у Лист №док. Подп. \nДата \n 12 \n \n1.2. \nРезультаты обследования сооружения М1/Н б/н (поз. 2) \nОбщее описание: \nВыполнено обследование сооружения М1/Н б/н (поз. 2) в зоне влияния от \nнового \nстроительства \nобъекта \n«Подключение \nк \nцентрализованной \nсистеме \nводоот", + "ocr_text_preview": "12\n1.2.\nPe3yJIbTaTb1 06cJIeI0BaHMH c0opyKeHMa M1/H 6/H (H03. 2)\nOomee oHMcaHMe:\nBbIIIOJIHeHO 06cJIeIOBaHHe COOpyKeHHX M1/H 6/H (HO3. 2） B 3OHe BJIMAHHA OT\nHOBOrO CTpoNTeJIbCTBa OObeKTa 《HIoIKJIIOueHHe K HeHTpaJIM3OBaHHOn CHCTeMe\nBOIOOTBeIeHH8 06beKTa: KuJIaA 3aCTpoiKa C o6beKTaMH cOIHaIbHO1 HHΦpacTpyKTypbI\n110 aIpecy: r. MocKBa, CAO, ToJOBUHCKH paOH, KpOHMTaITCKH 6yJIbB., (16-18)>.\nPa60Tb1 HO 06..." + }, + { + "page_number": 13, + "image": "page_013.png", + "line_count": 33, + "pdf_text_preview": "180-24/МСК-ОСК.ПЗ \nЛист \n10 \nИзм. Кол.у Лист №док. Подп. \nДата \n 13 \n1.3. \nРезультаты обследования Сооружения ограждения (поз. 3) \n(некапитальное сооружение) \nОбщее описание: \nВыполнено обследование сооружения ограждения (поз. 3) в зоне от нового \nстроительства объекта «Подключение к централизованно", + "ocr_text_preview": "13\n1.3. Pe3yJIbTaTb1 06cJIeI0BaHUa CoopyKeHHA 0rpaKIeHUA (103. 3)\n(HeKaIIUTaJIbHoe coopyKeHHe)\nOomee oMcaHMe:\nBbIIIOJIHeHO 06cJIeIOBaHHe COOpyKeHH8 OrpaKIeHHA (IO3. 3) B 3OHe OT HOBOTO\n06beKTa: KuJaA 3acTpoiKa c o6beKTaMH cOIHaJIbHon HHΦpacTpyKTypb1 HIO aIpecy: 1.\nMocKBa, CAO, ToIOBHHCKH paHOH, KpOHTaITCKHY 6yJIbB., (16-18)>).\nPa6oTbI IO 06cJIeIOBaHHIO 6bIIN BbIOJIHeHbI 23.03.2O26 1.\nK d1 \nI..." + }, + { + "page_number": 14, + "image": "page_014.png", + "line_count": 23, + "pdf_text_preview": "180-24/МСК-ОСК.ПЗ \nЛист \n11 \nИзм. Кол.у Лист №док. Подп. \nДата \n 14 \nВыводы и рекомендации: \nСооружение ограждения (поз. 2) – некапитальное (не имеют прочной связи с \nземлей и конструктивные характеристики позволяют осуществить перемещение и \n(или) демонтаж и последующую сборку без несоразмерного ущ", + "ocr_text_preview": "14\nBbIBoIbI W peKOMeHIaHN:\nCoopyKeHMe OrpaKIeHNa (1IO3. 2) - HeKaIINTaJIbHOe (He HMeIOT Ipo4HOn cBA3H C\n(HJIH) IeMOHTaxK H I0cJIeIyIOyI0 c6opKy 6e3 Hecopa3MepH0ro yIWep6a (11. 10.2 190-Φ3 B\npeⅡ. ΦeIepaJIbH0r0 3aK0Ha 0T 03.08.2018 N 342-Φ3)).\nO6mee\nCOCTOAHNe\nKOHCTPYKHuN\ncoopyKeHNA\norpaKIeHna\n(103. 3)\n(HeKaIUTaJbHoe coopyKeHMe)-P\npaooTococooHoe\n(m\nKaTeropHA\nCOCTOAHNA\nHOpMUpyIOTCA.\nJIucT\n180-24/MCK-O..." + }, + { + "page_number": 15, + "image": "page_015.png", + "line_count": 24, + "pdf_text_preview": "180-24/МСК-ОСК.ПЗ \nЛист \n12 \nИзм. Кол.у Лист №док. Подп. \nДата \n 15 \n2. Обследование инженерных коммуникаций \n2.1. Описание и конструктивные особенности инженерных коммуникаций \nВ зоне влияния работ находятся существующие действующие инженерные \nкоммуникации, расположенные в соответствии с приложени", + "ocr_text_preview": "15\n2. O6cJIeIOBaHMe HHKeHepHbIX KOMMyHNKaIN\n2.1. O1IMcaHNe H KOHCTPyKTHBHbIe oco6eHHOcTH HHKeHepHbIX KOMMyHMKaINi\nB 30He BJIHAHHA pa6OT HaXOIITCA CyIHIeCTByIOIIHe IeicTByIOIIHe HHKeHepHBIe\nKOMMyHHKaHNH, paCHOJIOKeHHbIe B COOTBeTCTBHN C IpHJIOKeHHeM Ne1: BOIOCTOK IIO3. 1\n(O1000 MM, MaTepHaJI Tpy6oIpOBOIa - KeJIe306eTOH);B0I0cTOK I03. 2 (O535 MM,\nTpy6opOBOIa - KeJIe306eTOH);BOIOcTOK IO3. 4 (O400 MM,..." + }, + { + "page_number": 16, + "image": "page_016.png", + "line_count": 170, + "pdf_text_preview": "180-24/МСК-ОСК.ПЗ \nЛист \n13 \nИзм. Кол.у Лист №док. Подп. \nДата \n 16 \n \n2.2. Техническое состояние инженерных коммуникаций \nТехническое состояние инженерных коммуникаций, расположенных в зоне \nвлияния строительных работ, оценивается как работоспособное. \nОписание \nи \nконструктивные \nособенности \nинже", + "ocr_text_preview": "16\n2.2. TexHNyecKOe cocTOAHHe HHKeHepHbIX KOMMyHMKaIUi\nTexHHHeCKOe cocTOAHHe\nHHKeHepHbIX KOMMyHHKaHIHY, paCHOJIOKeHHbIX B 3OHe\nOnncaHne\nH\nKOHCTPYKTHBHbIe\noCo6eHHOCTH\nHHKeHepHbIX\nKOMMYHHKaIHY,\n paCHIOJIOKeHHBIX B 3OHe BJIHAHHA CTpONTeJILHBIX pa6OT, IpeICTaBJIeHO B TaOJIHe Ne1.\nTa6uua N1\nKaTer\nN\nHpeIBapn-\noN\nII.\ncxe\nHaHMeHOBaHN\neceTei\nMarepnaJ1\nJuaMeT\nP,MM\nA6c.oTM.TJIyOuHa\n3aJIOKeHHH\nMpuMeyaHne\nIpOT..." + }, + { + "page_number": 17, + "image": "page_017.png", + "line_count": 40, + "pdf_text_preview": "180-24/МСК-ОСК.ПЗ \nЛист \n14 \nИзм. Кол.у Лист №док. Подп. \nДата \n 17 \n2.3 Выводы по оценке технического состояния обследованных \nинженерных коммуникаций \n23.03.2026 \nг \nООО \n«МЕРАКОМ» \nвыполнило \nна \nосновании \nдоговора \nобследование инженерных коммуникаций. в зоне влияния от нового строительства \nо", + "ocr_text_preview": "17\n2.3 BbIBOIbI HO oHeHKe TeXHHYeCKOrO cOCTOAHNA 06cJIeIOBaHHbIX\nHHKeHepHbIX KOMMyHUKauuN\n23.03.20261OOO《MEPAKOM>\nBbIOJIHHJIO Ha OCHOBaHHИ JOrOBOpa\n I K \n06beKTa W cOcTaBJIeH HaCTOAH OTYeT.\nB 3OHe BJIHAHH8 CTpONTeJIBCTBa paCHIOJIOKeHBI CyeCTByIOIHe HHKeHepHBIe\nKOMMYHNKaI..." + }, + { + "page_number": 18, + "image": "page_018.png", + "line_count": 36, + "pdf_text_preview": "180-24/МСК-ОСК.ПЗ \nЛист \n15 \nИзм. Кол.у Лист №док. Подп. \nДата \n 18 \n- коммуникация - водосток (трубопровод Ø1000 мм, материал трубопровода - \nжелезобетон), обозначенная №5 на инженерно-топографическом плане в \nприложении №1, обследована в предварительной зоне влияния на протяженности \n105,5 м, абс.", + "ocr_text_preview": "18\nKOMMyHHKaIH8 - BOIOcTOK (Tpy6oIpoBOI O1OOO MM, MaTepHaJ1 Tpy6oIpoBOIa\nKeJIe306eTOH), 0603HayeHHaA Ne5 Ha HHKeHepHO-TO1IOrpaΦHHeCKOM IJIaHe B\nIpUJIOKeHHH Ne1, 06cJIeIOBaHa B IpeIBapHTeJIBHOI 3OHe BJIHAHHA Ha IpOTAKeHHOCTH\n105,5 M, a6c. OTM. H FIy6HHa 3aJIOKeHH8 COCTaBJIHeT - OTM. JIOTKa - 156,54 M,\n3arIyOIeHHe- 2,77M. KoMMyHHKa1IUA\nHe HMeeT ⅡeΦeKTOB,HaXOIHTCA B\npa6oTOCHIOCO6HOM TeXHHYeCKOM COCTO..." + }, + { + "page_number": 19, + "image": "page_019.png", + "line_count": 48, + "pdf_text_preview": "180-24/МСК-ОСК.ПЗ \nЛист \n16 \nИзм. Кол.у Лист №док. Подп. \nДата \n 19 \n \n3. Сводная таблица по сооружениям и инженерным коммуникациям \nПоз. \nНаименование здания \nКатегория \nсостояния \nконструкц\nий \nПредельные дополнительные \nдеформации по СП 22.13330.2016 \nМаксимальная \nосадка, см \nОтносительная \nразн", + "ocr_text_preview": "19\n3. CBOIHaA Ta6.JIHHa 1O cOOPyKeHUAM H HHKeHepHbIM KOMMyHNKaIUAM\nKaTeropua\nHpeeJIbHbIeJoo.IHNTe.IbHb1e\nIo3.\nHaHMeHOBaHNe 3IaHNA\nCOCTOAHHA\nJeΦopMaMm 1o CII 22.13330.2016\nKOHCTPYKH\nMaKcMMaJIbHaA\nOTHOCNTeJIbHaA\nni\nocaIKa, CM\npa3HocTb 0caIoK △s/L\nOrpaxIeHNe\nI\n5,0\n0,0020\n(OIOpHaA CTeHa)\nHeKa1INTaJIbH0e c0opyKeHHe (1. 10.2 190-Φ3\nB peⅡ. ΦeIepaJIbH0ro 3aKOHa OT 03.08.2018 N\n2\nCoopykeHne M1/H\nII\n342-Φ3)..." + }, + { + "page_number": 20, + "image": "page_020.png", + "line_count": 54, + "pdf_text_preview": "180-24/МСК-ОСК.ПЗ \nЛист \n17 \nИзм. Кол.у Лист №док. Подп. \nДата \n 20 \nСписок литературы \n1. \nГОСТ \n31937-2024 \n«Здания \nи \nсооружения. \nПравила \nобследования \nи \nмониторинга технического состояния». \n2. \nСП 11-105-97 «Инженерно-геологические изыскания для строительства». \n3. \nСП 15.13330.2020 «Каменн", + "ocr_text_preview": "20\nCHucoK JIUTepaTypbI\n1.FOCT　31937-2024　《3aHH8И　c0opyKeHHA.\nHpaBHJIaO6cJeIOBaHHAИ\nMOHHTOpHHTa TeXHH4eCKOTO COCTOAHHA>.\n2.\nCII 11-105-97 .\n3.\n4.\nCII 16.13330.2017 《CTaJIbHbIe K0HCTpyKIHH>.\n5.\nCII 20.13330.2016 《CHnII 2.01.07-85* Harpy3KH H B03IeHcTBHH>.\n6.\nCII 22.13330.2016 《CHuII 2.02.01-83* OcH0BaHHX 3IaHHM H c00pyKeHN>.\n7.\nCII 24.13330.20..." + }, + { + "page_number": 21, + "image": "page_021.png", + "line_count": 11, + "pdf_text_preview": "180-24/МСК-ОСК.ПЗ \nЛист \n18 \nИзм. Кол.у Лист №док. Подп. \nДата \n 21 \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \nПриложение 1. \nСитуационный план", + "ocr_text_preview": "21\npuJIoKeHNe 1.\nCuTyaINOHHbIN IJIaH\nJucT\n180-24/MCK-OCK.I3\n18\nИ3M.\nKon.y\nIuCT\nNonoK.om.\nIaTa" + }, + { + "page_number": 22, + "image": "page_022.png", + "line_count": 157, + "pdf_text_preview": "К1-1\nК1-2\nК1-3\nК1-4\nК1-2сущ.\nК1-5 К1-6\nК1-7\nК1-8\nК1-9\nК1-13\nК1-14\nК1-15\nК1-16\nК1-17\nК1-10\nК1-11\nК1-12\nК1-18\nК1-19\nК1-1сущ.\nRпзв 18,00 м\nRпзв 15,60 м\nRпзв 12,80 м\nRпзв 18,00 м\nRпзв 14,40 м\nRпзв 17,20 м\nRпзв 18,00 м\nRпзв 16,00 м\nRпзв 17,60 м\nRпзв 15,20 м\nRпзв 12,80 м\nRпзв 12,80 м\n1\n1\n2\n8\n7\n6\n2\n3\n5\n4\n3", + "ocr_text_preview": "CumyauUoHHblu nAaH CnpedbapUmeAbHou 3oHouBnUgHUa\nKomno8oH W18 (K1-19)\n4,5x3,6x4,9(h)\npON xmA0 no CK2406-86\nKOmA0GHP19\nKomA0@n W6 (K3-5 w Kf-5)\nPGMH xomro8a no CK2406-86\n6,2x3,6x4,3h/\n30HA\nAU\n5,8x3,6x3,6(h)\nErYMMPDBAHMA\nKom/06n P17 (K1-18)\nC paMHWm xpennenue no CK2406-86\n150.94\nRACTPOAKM\n81.02\n3.6x3,6x4,2/h)\n30H1\nKM\nC pOMHSM xpenAeHUeN no\nCK2406-86\nRn3817,20\n30,0.60\nOXP!\nRn38 18,00\n10.09:\n312024.0\n..." + }, + { + "page_number": 23, + "image": "page_023.png", + "line_count": 15, + "pdf_text_preview": "180-24/МСК-ОСК.ПЗ \nЛист \n20 \nИзм. 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К\nрабочих\nА.С99-К\nадский пр-т, д. 47,\nов», рег. № П-003\n; лицензия Минис\nов истории и куль\n Р ИСО 9001-201\nенностью «У\nс подзем\nФрунзе\nэтап стр\nНТАЦИЯ\nКорпус А\nх чертеже\nК\n, +7 (495) 137-77\n3-007721752264-\nстерства культур\nьтуры) народов Р\n15. \nУКС ИНТЕ\nмной авт\nнская на\nроительс\nЯ \nА. \nей \nЖ.4.00 \nВ\nК.Е.\n-86, info@merako\n-0323 от 26.01.20\nры РФ № МКРФ 2\nРоссийской Феде\nКО» \nтостоян\nабережн\nства \nВ.В. 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Москва, ЦАО, р-н Хамовники, Фрунзенская набережная, вл.30, вл. 30 стр.2,\nвл. 30 стр.19. 2 этап строительства\nРазраб.\nН. контр.\nИзм. Кол. уч. Лист N° док.\nПодп.\nДата\nЖуравлев\nСидоров\n08.25\n08.25\nПроверил\nФокин\n08.25\nГИП\nСметанин\n08.25\nКонструктивные решения. Корпус A.\nЛестницы\nА1\nОбщие данные\n1\n15\nДеталь стыковки рабочей арматуры\nвнахлестку (без сварки)\nСтыки располагать в разбежку. При этом площадь сечения рабочих\nстержней, стыкуемых в одном месте или на расстоянии менее длины нахлестки,\nдолжна составлять не более 50% общей площади сечения арматуры.\nМинимальные расстояния в свету между стержнями арматуры следует\nпринимать:\n- при горизонтальном или наклонном положении стержней при бетонировании:\n - 25 мм для нижних сеток, но не менее диаметра арматуры;\n - 30 мм для верхних сеток, но не менее диаметра арматуры;\n- при вертикальном положении стержней при бетонировании - 50мм.\nРабочие стрежни соединить между собой по длине внахлестку двойной\nвязальной проволокой.\nLнахлестки\nLнахлестки\nрабочая арматура\nLнахлестки\n3\nшаг рабочих стержней\n4d\nПринятые\n в рабочей\n документации\n технические\n решения,\n изделия,\n оборудование\n и\nматериалы\n соответствуют\n требованиям\n Строительных\n Норм и Правил,\n Государственных\nстандартов,\n Правил\n пожарной\n безопасности,\n Санитарно-гигиенических\n правил\n и норм,\nэкологических,\n природоохранных\n и других\n действующих\n на территории\n Российской\n Федерации\nнорм, инструкций,\n стандартов\n и требований\n и обеспечивают\n безопасную\n для жизни и здоровья\nлюдей эксплуатацию объекта при соблюдении предусмотренных решений.\nГлавный инженер проекта / К. Е. Сметанин /\nВедомость рабочих чертежей основного комплекта КЖ.4.00\nЛист\n1\n2\n3\n4\n5\n6\n7\n8\n9\n10\n11\n12\n13\n14\n15\n16\nОбщие данные\nСекция А1. Лестница ЛК-1 в осях К/А1, 7/2 - 9/2. Опалубка\nЛестничные марши ЛМ-1, ..., ЛМ-7. Лестничные площадки Пм-1, ..., Пм-3. Сетка С-1, ..., С-4.\nАрмирование\nЛестничные марши ЛМ-1, ..., ЛМ-7. Лестничные площадки Пм-1, ..., Пм-3. Спецификация\nСекция А1. Лестница ЛК-2 в осях Л/А1 - 5/А. Опалубка\nЛестничные марши ЛМ-8, ..., ЛМ-10. Сетка С-5. Армирование\nСекция А1. Лестница ЛК-3 в осях Л/А1 - 12/А. Опалубка\nЛестничные марши ЛМ-11, ..., ЛМ-13. Сетка С-6. Армирование\nСекция А1. Схема расположения ЛК-4, ЛК-5 в осях Л/А1. Сетка С-7, С-8. Армирование\nСекция А1. Лестница ЛК-6 в осях У/А - Т/А, 12/А. Опалубка\nЛестничные марши ЛМ-14, ..., ЛМ-16. Сетка С-11. Армирование\nСекция А1. Схема расположения ЛК-7, ЛК-8 в осях Н/А1 - 12/А. Сетка С-9, С-10. Армирование\nСекция А2. Лестница ЛК-9 в осях Ю/А2, 7/2 - 9/2. Опалубка\nЛестничные марши ЛМ-17, ЛМ-18. Лестничные площадки Пм-4. Армирование\nСекция А2. Лестница ЛК-10 в осях Я/А2 - 5/А. Опалубка\nЛестничные марши ЛМ-19, ЛМ-20. Армирование\nПримечание\nВедомость основных комплектов рабочих чертежей\nОбозначение\n21-Р-Э02.00-КА.С99-КЖ.2.01\n21-Р-Э02.00-КА.С99-КЖ.2.02\n21-Р-Э02.00-КА.С99-КЖ.2.03\n21-Р-Э02.00-КА.С99-КЖ.3.01\n21-Р-Э02.00-КА.С99-КЖ.3.02\n21-Р-Э02.00-КА.С99-КЖ.3.03\n21-Р-Э02.00-КА.С99-КЖ.4.00\n21-Р-Э02.00-КА.С99-КР.КР.00\nНаименование\nКонструктивные решения. Корпус A. Вертикальные конструкции\n1 этажа на отм. +2,050\nКонструктивные решения. Корпус A. Горизонтальные конструкции\n1 этажа на отм. +2,050\nКонструктивные решения. Корпус A. Лестницы\nКонструктивные решения. Корпус A. Фундаменты под оборудование\nПримечание\n21-Р-Э02.00-КА.С99-КЖ.2.04\n21-Р-Э02.00-КА.С99-КЖ.2.05\n21-Р-Э02.00-КА.С99-КЖ.3.04\n21-Р-Э02.00-КА.С99-КЖ.3.06\nКонструктивные решения. Корпус A. Конструкции покрытия на\nотм. +22,700\nКонструктивные решения. Корпус A. Вертикальные конструкции\n2 этажа на отм. +7,170\nКонструктивные решения. Корпус A. Вертикальные конструкции\n3 этажа на отм. +10,850\nКонструктивные решения. Корпус A. Вертикальные конструкции\n4 этажа на отм. +14,530\nКонструктивные решения. Корпус A. Вертикальные конструкции\n5 этажа на отм. +18,210\n21-Р-Э02.00-КА.С99-КЖ.3.05\nКонструктивные решения. Корпус A. Горизонтальные конструкции\n2 этажа на отм. +7,170\nКонструктивные решения. Корпус A. Горизонтальные конструкции\n3 этажа на отм. +10,850\nКонструктивные решения. Корпус A. Горизонтальные конструкции\n4 этажа на отм. +14,530\nКонструктивные решения. Корпус A. Горизонтальные конструкции\n5 этажа на отм. +18,210\nD=20ds\nds\nD\nds\nD=20ds\nD\n8\n20\nУКАЗАНИЯ НА ЗАГИБ АРМАТУРЫ КЛАССА A240 и А500С\n10\n25\n12\n30\n16\n48\n20\n80\n25\n100\n28\n140\n32\n160\n36\n180\n40\n50\n60\n96\n160\n200\n280\n320\n360\nИ/А1\nА1\nА2\nА3\nВ1\nВ2\nВ3\nВ4\nН/А1\nЭ/А2\nАА/А2\nИИ/А3\nММ/А3\nЖ/А1\nА/В1\nЖЖ/В4\nГ/Е\nГ1/Е\nА\nГ/В1\nК/В2\nН/В1\nУ/В3\nЯ/В3\nГГ/В4\nКорпус А\nКорпус В\nКорпус В\nКорпус Е\nКорпус Е\nКорпус А\n3/А\n12/А\n13/2\n1/2\n29/Е\n33/Т\n1/1\n18/Е\n35/Т\n44/В\n34/Т\n14/А\n3/А\n12/А\n13/2\n1/2\n29/Е\n33/Т\n1/1\n18/Е\n35/Т\n44/В\n34/Т\n14/А\nОбщие указания\n1.\nНастоящий комплект содержит рабочие чертежи лестничных маршей и площадок надземной части\nкорпуса А объекта \"Многофункциональный жилой комплекс с подземной автостоянкой\" по адресу: г. Москва,\nЦАО, р-н Хамовники, Фрунзенская набережная, вл.30, вл. 30 стр.2, вл. 30 стр.19.\n2.\nЗа относительную отметку 0.000 принята отметка 125.300 в Московской системе высот.\n3.\nЛестничные площадки и марши запроектированы из бетона класса В25 W4 F75. Армирование лестниц\nи площадок выполнять отдельными стержнями из рабочей арматуры периодического профиля по ГОСТ\n34028-2016 класса А240, А500С.\n4.\nАрматурную сталь А500С принять по ГОСТ 34028-2016. Соединение стержней между собой приняты\nвязаными отожженной стальной проволокой ∅1,2… 2,0 мм по ГОСТ 3282-74. Количество рабочих стержней\nфоновой арматуры, стыкуемых в одном месте или на расстоянии менее длины нахлестки lн, должна\nсоставлять не более 50%. Стыкуемые стержни по возможности должны соприкасаться между собой. Если\nвплотную их уложить невозможно, то между ними допускается зазор, не превышающий 4d. Продольное\nсмещение середин перехлестов стыков должно быть не менее 1,3lн.\n5.\nИзготовление гнутых стержней периодического профиля производить в холодном состоянии, на\nоправках. Минимальный диаметр оправки don принять в зависимости от диаметра стержня ds: для\nарматуры А500С - не менее: don=5ds при ds<20 мм; don=8ds при ds≥20 мм; для арматуры А240 - ds не\nменее: dоп=2,5ds при ds<20мм; dоп=4ds при ds≥20мм.\n6.\nДля обеспечения проектного положения закладной детали в изделии следует до бетонирования\nпредусмотреть ее фиксацию путем крепления к элементам формы (опалубки). Не допускается фиксация\nзакладной детали путем привязки ее к армированию конструкции.\n7.\nДля образования защитного слоя применять инвентарные пластмассовые фиксаторы или\nцементно-песчаные подкладки. Подкладки из обрезков арматуры или досок применять запрещается.\n8.\nЗащитные слои, неоговоренные в проекте, принимать согласно СП 63.13330.2018 \"Бетонные и\nжелезобетонные конструкции. Основные положения\".\n9.\nПроизводство и приемку работ надлежит выполнять в соответствии с проектом производства работ\n(ППР), согласно требований СП 70.13330.2012 \"Несущие и ограждающие конструкции\". Актуализированная\nредакция СНиП 3.03.01-87.\n10.\nАрматуру перед установкой в опалубку очистить от грязи и ржавчины.\n11.\nБетонирование всех конструкций производить с тщательным послойным виброуплотнением.\n12.\nПри необходимости перерывов в бетонировании, допускается устройство рабочих швов по\nсогласованию с проектной организацией. Рабочие швы бетонирования (Р.Ш.Б.) выполнять согласно ППР.\nПродолжительность перерывов, при которых требуется устройство рабочих швов, устанавливается\nстроительной лабораторией в зависимости от сроков схватывания применяемого цемента и климатических\nусловий.\n13.\nМероприятия по уходу за бетоном (порядок, сроки и контроль), порядок и сроки распалубки\nконструкций должны устанавливаться ППР в соответствии с п. 5 СП 70.13330.2012.\n14.\nЗащита открытых поверхностей бетона должна быть обеспечена в течение срока, обеспечивающего\nприобретение бетоном прочности не менее 80%, в последующем поддерживать температурно-влажностный\nрежим с созданием условий, обеспечивающих нарастание его прочности.\n15.\nПроект предназначен для строительства при положительных температурах. При производстве работ\nв условиях отрицательных температурах руководствоваться требованиями соответствующих глав СП\n70.13330.2012 \"Несущие и ограждающие конструкции\" Актуализированная редакция СНиП 3.03.01-87.\n16.\nНастоящий комплект чертежей разработан в соответствии с действующими нормами, правилами и\nгосударственными стандартами, действующими на территории Российской Федерации и обеспечивает\nбезопасную для жизни и здоровья людей эксплуатацию объекта при соблюдении предусмотренных проектом\nмероприятий.\n17.\nПредельные отклонения при устройстве монолитных конструкций не должны превышать величин,\nприведенных в СП 70.13330.2012 \"Несущие и ограждающие конструкции\". Актуализированная редакция СНиП\n3.03.01-87.\nПроизводство работ в зимнее время\n-\n Правила производства работ в зимних условиях распространяются на период строительства при\nсреднесуточной температуре ниже +5°С и минимальной суточной температуре ниже 0°С.\n-\n Работы в зимних условиях должны производиться в соответствии с ППР, СП 70.13330.2012.\n-\n Состояние основания, на которое укладывается бетонная смесь, а также температура основания и\nспособ укладки должны исключать возможность замерзания бетонной смеси в зоне контакта с основанием.\n-\n При температуре воздуха ниже минус 10°С бетонирование густоармированных конструкций с\nарматурой диаметром больше 24 мм, арматурой из жестких прокатных профилей или с крупными\nметаллическими закладными частями следует выполнять с предварительным отогревом металла до\nположительной температуры или местным вибрированием смеси в приарматурной и опалубочной зонах, за\nисключением случаев укладки предварительно разогретых бетонных смесей (при температуре смеси выше\n+45°С).\n-\n Продолжительность вибрирования бетонной смеси должна быть увеличена не менее чем на 25 % по\nсравнению с летними условиями.\n-\n Способы и средства транспортирования должны обеспечивать предотвращение снижения температуры\nбетонной смеси ниже требуемой по расчету.\n-\n Неопалубленные поверхности конструкций следует укрывать паро- и теплоизоляционными\nматериалами непосредственно по окончании бетонирования.\n-\n Выпуски арматуры забетонированных конструкций должны быть укрыты или утеплены на высоту\n(длину) не менее чем 0,5м\n-\n До укладки бетонной смеси полости после установки арматуры и опалубки должны быть закрыты\nбрезентом или каким-либо другим материалом от попадания в них снега, дождя и посторонних предметов. В\nслучае, если полости не закрыли и на арматуре и опалубке образовалась наледь, ее следует удалить перед\nукладкой бетонной смеси продувкой горячим воздухом. Не допускается для этой цели применять пар.\n-\n Прогрев бетона обязателен.\n-\n Прогрев бетона необходимо производить в соответствии с технологическими картами.\n-\n При применении бетонов с противоморозными добавками следует учитывать ограничения в области\nприменения и процентом содержания в бетоне различных добавок, установленных СП 70.13330.2012.\n-\n При обогреве бетона с противоморозной добавкой должна быть исключена возможность местного\nнагрева поверхностных слоев бетона выше 25°С.\n-\n Для защиты от вымораживания влаги открытые поверхности свежеуложенного бетона вместе с\nпримыкающими поверхностями опалубки должны быть надежно укрыты.\n-\n При среднесуточной температуре наружного воздуха ниже +5°С должен осуществляться\nсистематический особо строгий контроль за производством работ, качеством материалов, прочностью\nбетона в соответствии со СП 70.13330.2012. При бетонировании должны вестись журнал бетонных работ и\nжурнал контроля температур, в которые заносятся все необходимые данные о бетоне (в том числе\nнаименование и количество примененных противоморозных добавок) и о методах, сроках, тепловом режиме\nего выдерживания.\n-\n Способ прогрева бетона устанавливается в ППР с учетом рекомендаций, приведенных в СП\n70.13330.2012 (приложение Р) и указывается для каждого конструктивного элемента.\nПеречень мероприятий, для которых необходимо составлять акты\nосвидетельствования скрытых работ\n- Армирование конструкций\n- Бетонирование конструкций", + "ocr_lines": [ + { + "text": "BedoMocmb ocHoBHblx KoMnneKmob padoyux yepmexei", + "confidence": 0.87846, + "bbox": [ + [ + 480.6773986816406, + 174.4282684326172 + ], + [ + 2253.17529296875, + 179.4119415283203 + ], + [ + 2253.17529296875, + 284.06890869140625 + ], + [ + 480.6773986816406, + 279.0852355957031 + ] + ] + }, + { + "text": "BnHDEDx anmqo", + "confidence": 0.7582, + "bbox": [ + [ + 2618.6904296875, + 184.39559936523438 + ], + [ + 3254.586669921875, + 199.3466033935547 + ], + [ + 3254.586669921875, + 299.0198974609375 + ], + [ + 2618.6904296875, + 284.06890869140625 + ] + ] + }, + { + "text": "Cnoco5 yKAadKu donxHbl ucKANyamb BosMoxHOEmb 3OMepsCHUA 6emcHHou cHeCu e 3OHe ud:y na qouo", + "confidence": 0.61224, + "bbox": [ + [ + 846.1925048828125, + 707.680419921875 + ], + [ + 1957.759033203125, + 707.680419921875 + ], + [ + 1957.759033203125, + 787.4190673828125 + ], + [ + 846.1925048828125, + 787.4190673828125 + ] + ] + }, + { + "text": "3 arntn -n oTK +2,852", + "confidence": 0.66658, + "bbox": [ + [ + 846.1925048828125, + 762.500732421875 + ], + [ + 1301.8345947265625, + 762.500732421875 + ], + [ + 1301.8345947265625, + 832.2720336914062 + ], + [ + 846.1925048828125, + 832.2720336914062 + ] + ] + }, + { + "text": "Kostykrub-us eusrun KZ0mm; don=4ds tpu s=20MK.", + "confidence": 0.85064, + "bbox": [ + [ + 2618.6904296875, + 1280.8018798828125 + ], + [ + 3820.3837890625, + 1280.8018798828125 + ], + [ + 3820.3837890625, + 1360.54052734375 + ], + [ + 2618.6904296875, + 1360.54052734375 + ] + ] + }, + { + "text": ">0KAadHou dema.nu nymeM npuBs3ku e2 < CpMupotcHun xoHcmpyKuuu.", + "confidence": 0.82664, + "bbox": [ + [ + 2618.6904296875, + 1465.197509765625 + ], + [ + 4165.87060546875, + 1465.197509765625 + ], + [ + 4165.87060546875, + 1544.9361572265625 + ], + [ + 2618.6904296875, + 1544.9361572265625 + ] + ] + }, + { + "text": "*ee3obemoHb E KCHEmpyKuuu. 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1\n50\nTs.\nCneuuquxcuua K necmHuue /IK-1 6 ocax K/A1, 7/2 - 9/2\nHe aMsanfn e\nKna.\ned., <？\nNpHP-\n1\nlirn 3\nrecneuas mewcdec In-1\n中\nnH-?\nC-HU\nlucn 3\nlucn 3\nrecnruas mewcdec In2\nrecntu3s nrcwcdkc IIH3\nfecmiuc Hapau\n1\n+\ne03= 1%)\n91\n9\nvayMeus uKnyubHau sLDL-UM\nN en pn nrre\nM2\n 2\nM-1\nTM-3\nu..." + }, + { + "page_number": 6, + "image": "page_006.png", + "line_count": 340, + "pdf_text_preview": "Выпуски\nподогнуть по месту\nр.ш.б.\nподрезать\nпо месту\n25\n195\n30\n250\n1\nL=1470\n50\nна концах\nзаанкеровать П-1\nсм. армирование\nплощадки типа Пм-\n25\n145\n30\n200\nВыпуски\nподогнуть по месту\n30\n125\n180\n25\nграница разделения \nконструкций\n20\n20\nГ-1\nшаг 200\nП-5\nшаг 200\nС-1 (11 шт)\nустановить в каждой ступени\nАрм", + "ocr_text_preview": "E-WU\n_2pmu._pssdene\nEx rtKu\nEerycK.J\npnuis,_pn>ea7sms\nSCH:ncykqu2\nApMupobaHue /IM-2\n220200200150\n∩M-1\n5\n900\nApMupobaHue /IM-1\nM\nX-→\nX↓\n(0crupoo-ue\nnncuciru nura x\n(H CCH.poc-ue\nI1-3\nU≥ \n?0\nBs ng\nygron?uns 2 sudo cn,ne\n[1 1(1 u)\n40e 20\nU0z 20\n10: 200\nycnoHouns osdo, CTyneru\nC-2 (§ unl\n? liun'.\n z 2on\n1-= :4anr.1\nrut; \nI: 00\n06 \neno-upstu, sesn-,u\n1u: 10. gurur?.b\n条\n司\n-3\n6 12x5am.\n∩-} (lun)\n10: 200..." + }, + { + "page_number": 7, + "image": "page_007.png", + "line_count": 511, + "pdf_text_preview": "Спецификация элементов\nПоз.\nОбозначение\nНаименование\nКол.\nМасса\nед., кг\nПриме-\nчание\nЛестничный марш ЛМ-1\nДетали\n1\nГОСТ 34028-2016\n∅12 А500С L=1470\n2\n1.31\n2.62\nП-1\nГОСТ 34028-2016\n∅12 А500С L=1130\n2\n1.00\n2.00\nП-5\nГОСТ 34028-2016\n∅12 А500С L=1665\n36\n1.48\n53.28\nГ-1\nГОСТ 34028-2016\n∅12 А500С L=4180\n16\n", + "ocr_text_preview": "Bedomocme deraneu\nCneluuKauuA 3neMeHmo3\nlecnHus+uu *Cpu IM-?\nemayy\nn-5\n1470\nToi.\nmawcogo\nIn aanhn ae\nKaa.\nNccca\ned., x3\nNnu-\n9.0-820vE 100J\n12 A5c0C L=1030\n0.91\n10.92\nlecnHusui opu /M-1\nLen.u\nx-3\nx-3\nOCT 34020-20′6\nFOT 14020-506\n010 4240 =17901\n010 A240 -203c\n5\n1.25\n110\n555\n625\n265\nn5\n1270\n521\nror 3c0s06\n1 45001473\n1.31\n2.62\nn-2\nFOCT 34026-206\n012 A500C L-1100\n0.58\n266\nx-\nn-1r0C 302-2016\n12 A500C ..." + }, + { + "page_number": 8, + "image": "page_008.png", + "line_count": 136, + "pdf_text_preview": "Л/A1\n5/A\n1000\nЛ/A1\n5/A\n+2,050\n+4,220\n+4,050\n+3,880\n210\n790\n1000\n190\n10х280=2800\n300\n200\n200\n200\n150\n970\n1\n1\n2\n2\n250\n1280\nСхема расположения ЛК-2 в осях Л/А1 - 5/А\nна отм. +2.050... +4.220\nСхема расположения ЛК-2 в осях Л/А1 - 5/А\nна отм. +5.240... +7.170\n2\n2\n3\n3\nЛМ-8\nЛМ-9\n1000\n1000\n2190\n+7,170\n+5,59", + "ocr_text_preview": "CxeMa pacnonoxeHu9 /K-2 B ocx A/A1- 5/A\nCxeMapacnonoxeHu9/IK-26 oc9x//A1-5/A\nCneuuΦukauu9 k necmHuue IK-2 6 ocgx A/A1 - 5/A\nHQ 0MM.+2.050...+4.220\nHQ 0MM.+5.240...+7.170\n1\nNo3.\n003HQeHUe\nHauMeHobcnue\nK0A.\ned., K2\nMacca\nHOHUe\n3.80\n250\n4.050\n1280\n4,220\n/IM-9\n/IM9\n+5.240\n970\n250\n/IM-8\n/lucm 6\n/ecmHUAHbIU Mapw /IM-8\n/lecmHU9Hble MCpwu\n1\n5,420\n/IM-9\n/ucm 6\n/ecmHU4HbIU Mopu IM9\n/IM-10\n/ucm 6\n/ecMHU4HbIU..." + }, + { + "page_number": 9, + "image": "page_009.png", + "line_count": 382, + "pdf_text_preview": "Типовой узел установки\nхомутов\n50\n4х60=240\n30\n25\n145\nХ-4\nшаг 60\n200\nсм. армирование площадки\nП-4\n25\n∅16 А500С\nГ-8 (2x6шт.)\nшаг 200\nП-9\nшаг 200\nС-5 (11 шт)\nустановить в каждой ступени\n150\n200\n200\n200\n50\n100\n50\nХ-4\nшаг 60\nП-3 (7шт.)\nшаг 200\nХ-4\nшаг 60\n50\n100\n50\nП-3 (5шт.)\nшаг 200\n13 (2x5шт.)\nшаг 200\n9", + "ocr_text_preview": "ApMupobaHue AM-9\nCneuu中uKauuA sneMeHmob\nycTL-efure b kxeu sny'en.\n:5 16 ut?\nI-3 ban..\nApmupobaHue /M-8\nApmupobaHue IM-10\nna.\nHaTHE000\nHcuMeHobu.Hue\nKo.\nFnre\nef., +""" + +import sys +import json +import fitz +from pathlib import Path +from rapidocr import RapidOCR + +# ------------------------------------------------------------------ +# Параметры +# ------------------------------------------------------------------ +DPI = 300 +BATCH_SIZE = 5 + +engine = RapidOCR() + +# ------------------------------------------------------------------ +def process_pdf(pdf_path: Path, out_dir: Path): + out_dir.mkdir(parents=True, exist_ok=True) + doc = fitz.open(pdf_path) + total = len(doc) + print(f"=== PDF: {pdf_path.name} | Страниц: {total} -> {out_dir} ===\n") + + all_pages = [] + for i in range(total): + print(f"[{i+1}/{total}] Рендер + OCR ...", end=" ") + page = doc.load_page(i) + raw_text = page.get_text("text").strip() + + mat = fitz.Matrix(DPI / 72, DPI / 72) + pix = page.get_pixmap(matrix=mat) + img_path = out_dir / f"page_{i+1:03d}.png" + pix.save(img_path) + + res = engine(img_path) + ocr_lines = [] + if res and res.txts is not None: + for txt, box, score in zip(res.txts, res.boxes, res.scores): + ocr_lines.append({ + "text": txt, + "confidence": float(score), + "bbox": box.tolist() if hasattr(box, "tolist") else box + }) + + all_pages.append({ + "page_number": i + 1, + "image": str(img_path.name), + "pdf_text_layer": raw_text, + "ocr_lines": ocr_lines, + "ocr_line_count": len(ocr_lines) + }) + print(f"OCR строк: {len(ocr_lines)}") + + if (i + 1) % BATCH_SIZE == 0 or i == total - 1: + with open(out_dir / "full_ocr_results.json", "w", encoding="utf-8") as f: + json.dump({"pages": all_pages}, f, ensure_ascii=False, indent=2) + print(f" -> промежуточное сохранение ({i+1} страниц)") + + doc.close() + print(f"\n=== Готово. Результат в {out_dir} ===") + +# ------------------------------------------------------------------ +def main(): + if len(sys.argv) < 2: + pdf_file = "123.pdf" + out_name = "output_123" + else: + pdf_file = sys.argv[1] + out_name = sys.argv[2] if len(sys.argv) > 2 else f"output_{Path(pdf_file).stem}" + + pdf_path = Path(r"D:\TEST docs") / pdf_file + out_dir = Path(r"D:\TEST docs") / out_name + + if not pdf_path.exists(): + print(f"[ERR] Файл не найден: {pdf_path}") + sys.exit(1) + + process_pdf(pdf_path, out_dir) + +if __name__ == "__main__": + main() diff --git a/process_pdf.py b/process_pdf.py new file mode 100644 index 0000000..717d5a2 --- /dev/null +++ b/process_pdf.py @@ -0,0 +1,258 @@ +#!/usr/bin/env python3 +# -*- coding: utf-8 -*- +""" +Тестовый скрипт распознавания PDF (чертежи / документы) +Стек: PyMuPDF (рендер) + RapidOCR (текст+координаты) + Docling (структура) +Работает на CPU. +""" + +import os +import sys +import json +import fitz # PyMuPDF +from pathlib import Path + +# ------------------------------------------------------------------ +# 1. RapidOCR - лёгкий ONNX-OCR (входит в зависимости Docling) +# ------------------------------------------------------------------ +try: + from rapidocr import RapidOCR + engine = RapidOCR() + print("[OK] RapidOCR загружен") +except Exception as e: + print(f"[ERR] RapidOCR: {e}") + engine = None + +# ------------------------------------------------------------------ +# 2. Docling - структурный анализ PDF +# ------------------------------------------------------------------ +try: + from docling.document_converter import DocumentConverter + converter = DocumentConverter() + print("[OK] Docling загружен") +except Exception as e: + print(f"[ERR] Docling: {e}") + converter = None + +# ------------------------------------------------------------------ +# 3. Конфигурация +# ------------------------------------------------------------------ +PDF_NAME = "Кронштадтский 16-18 НК1_ОСК (v3).pdf" +PDF_PATH = Path(r"D:\TEST docs") / PDF_NAME +OUT_DIR = Path(r"D:\TEST docs\output") +OUT_DIR.mkdir(exist_ok=True) + +MAX_PAGES_OCR = 10 # test mode: first 10 pages +DPI = 300 # разрешение рендера страниц + +# ------------------------------------------------------------------ +# 4. Рендер страниц PDF -> PNG (PyMuPDF) +# ------------------------------------------------------------------ +def render_pages(pdf_path: Path, out_dir: Path, max_pages: int = None, dpi: int = 300): + doc = fitz.open(pdf_path) + images = [] + total = min(max_pages, len(doc)) if max_pages else len(doc) + for i in range(total): + page = doc.load_page(i) + # матрица для заданного DPI (72 dpi по умолчанию в PDF) + mat = fitz.Matrix(dpi / 72, dpi / 72) + pix = page.get_pixmap(matrix=mat) + img_path = out_dir / f"page_{i+1:03d}.png" + pix.save(img_path) + images.append(img_path) + print(f" -> страница {i+1} отрендерена ({img_path.name})") + doc.close() + return images + +# ------------------------------------------------------------------ +# 5. OCR - извлечение текста с координатами (RapidOCR) +# ------------------------------------------------------------------ +def run_ocr(image_paths: list[Path]): + if engine is None: + print("[WARN] OCR-dvigok nedostupen, propuskaem") + return {} + results = {} + for img_path in image_paths: + print(f" OCR: {img_path.name} ...") + res = engine(img_path) + # res - RapidOCROutput s atributami txts, boxes, scores + entries = [] + for txt, box, score in zip(res.txts, res.boxes, res.scores): + entries.append({ + "text": txt, + "confidence": float(score), + "bbox": box.tolist() if hasattr(box, "tolist") else box + }) + results[img_path.name] = entries + print(f" naydeno {len(entries)} strok") + return results + +# ------------------------------------------------------------------ +# 6. Docling - структурный анализ (текстовый слой PDF) +# ------------------------------------------------------------------ +def run_docling(pdf_path: Path, max_pages: int = 10): + if converter is None: + print("[WARN] Docling nedostupen, propuskaem") + return None + import shutil, tempfile, os + # Docling sometimes fails on cyrillic paths -> copy to temp latin path + # Also limit pages to avoid std::bad_alloc on CPU with large PDFs + tmp_dir = tempfile.mkdtemp(prefix="docling_") + tmp_path = Path(tmp_dir) / "input.pdf" + doc = fitz.open(pdf_path) + if len(doc) > max_pages: + new_doc = fitz.open() + for i in range(min(max_pages, len(doc))): + new_doc.insert_pdf(doc, from_page=i, to_page=i) + new_doc.save(tmp_path) + new_doc.close() + else: + shutil.copy2(pdf_path, tmp_path) + doc.close() + print(f" Docling: obrabotka (temp copy, first {max_pages} pages) ...") + try: + result = converter.convert(tmp_path) + doc_out = result.document + md = doc_out.export_to_markdown() + return md + except Exception as e: + print(f"[ERR] Docling: {e}") + return None + finally: + try: + os.remove(tmp_path) + os.rmdir(tmp_dir) + except Exception: + pass + print(f" Docling: обработка {pdf_path.name} ...") + try: + result = converter.convert(pdf_path) + doc = result.document + md = doc.export_to_markdown() + return md + except Exception as e: + print(f"[ERR] Docling: {e}") + return None + +# ------------------------------------------------------------------ +# 7. Кастомный парсер - простая эвристика для чертежей +# ------------------------------------------------------------------ +def parse_drawing_text(ocr_data: dict): + """ + Ищет в OCR-результатах признаки этажей, осей, размеров. + Возвращает словарь с найденными сущностями. + """ + import re + found = { + "floors": set(), + "axes": set(), + "dimensions": set(), + "rooms": set(), + } + + floor_patterns = [ + re.compile(r"(\d+)[-\s]?й\s*этаж", re.I), + re.compile(r"этаж\s*(\d+)", re.I), + re.compile(r"этаж\s*([А-Я]\d?)", re.I), + re.compile(r"НК\d", re.I), + ] + + axis_patterns = [ + re.compile(r"\b([А-Я])\b"), # одиночная буква + re.compile(r"\b(\d{1,2})\b"), # одиночная цифра/двузначное + re.compile(r"([А-Я])\s*[-–]\s*([А-Я])"), # А-Б + ] + + dim_patterns = [ + re.compile(r"\b(\d{3,5})\s*м?[мм]?\b"), # 3600, 5400 и т.д. + ] + + room_patterns = [ + re.compile(r"([Кк]вартира|[Кк]в\.?\s*\d+)", re.I), + re.compile(r"([Пп]омещение)\s*(\d+)", re.I), + ] + + for img_name, lines in ocr_data.items(): + for entry in lines: + text = entry["text"].strip() + # этажи + for pat in floor_patterns: + m = pat.search(text) + if m: + found["floors"].add(m.group(0)) + # оси + for pat in axis_patterns: + for m in pat.finditer(text): + g = m.group(0).replace(" ","").replace("-","").replace("–","") + if g and len(g) <= 3: + found["axes"].add(g) + # размеры + for pat in dim_patterns: + for m in pat.finditer(text): + val = m.group(1) + if 100 <= int(val) <= 50000: + found["dimensions"].add(val) + # помещения + for pat in room_patterns: + m = pat.search(text) + if m: + found["rooms"].add(m.group(0)) + + # очистка ложных осей (слишком общие цифры) + axes_clean = {a for a in found["axes"] if a.isalpha() or (a.isdigit() and 1 <= int(a) <= 50)} + found["axes"] = axes_clean + + return {k: sorted(v) for k, v in found.items()} + +# ------------------------------------------------------------------ +# 8. main +# ------------------------------------------------------------------ +def main(): + if not PDF_PATH.exists(): + print(f"[ERR] Файл не найден: {PDF_PATH}") + sys.exit(1) + + doc_tmp = fitz.open(PDF_PATH) + page_count = doc_tmp.page_count + doc_tmp.close() + print(f"\n=== PDF: {PDF_PATH.name} ===") + print(f"Vsego stranits: {page_count}") + + # --- 8.1 Render stranits --- + print("\n[1/4] Render stranits v izobrazheniya...") + images = render_pages(PDF_PATH, OUT_DIR, MAX_PAGES_OCR, DPI) + + # --- 8.2 OCR --- + print("\n[2/4] OCR (RapidOCR)...") + ocr_results = run_ocr(images) + ocr_json = OUT_DIR / "ocr_results.json" + with open(ocr_json, "w", encoding="utf-8") as f: + json.dump(ocr_results, f, ensure_ascii=False, indent=2) + print(f" -> sohraneno {ocr_json}") + + # --- 8.3 Docling --- + print("\n[3/4] Strukturnyy analiz (Docling)...") + md_text = run_docling(PDF_PATH, max_pages=MAX_PAGES_OCR) + if md_text: + md_path = OUT_DIR / "docling_output.md" + with open(md_path, "w", encoding="utf-8") as f: + f.write(md_text) + print(f" -> sohraneno {md_path}") + else: + print(" Docling ne dal rezultata") + + # --- 8.4 Custom parser --- + print("\n[4/4] Custom parser chertezha...") + parsed = parse_drawing_text(ocr_results) + parsed_json = OUT_DIR / "parsed_entities.json" + with open(parsed_json, "w", encoding="utf-8") as f: + json.dump(parsed, f, ensure_ascii=False, indent=2) + print(f" -> sohraneno {parsed_json}") + print("\n--- Naydennye sushchnosti ---") + for k, v in parsed.items(): + print(f" {k}: {v}") + + print(f"\n=== Gotovo. Rezultaty v {OUT_DIR} ===") + +if __name__ == "__main__": + main() diff --git a/process_pdf_full.py b/process_pdf_full.py new file mode 100644 index 0000000..97ce3ee --- /dev/null +++ b/process_pdf_full.py @@ -0,0 +1,99 @@ +#!/usr/bin/env python3 +# -*- coding: utf-8 -*- +""" +Полное распознавание PDF без Docling (из-за нехватки RAM на CPU). +Стек: PyMuPDF (рендер + текстовый слой) + RapidOCR (текст+координаты). +""" + +import os +import sys +import json +import fitz +from pathlib import Path +from rapidocr import RapidOCR + +# ------------------------------------------------------------------ +# 1. Конфигурация +# ------------------------------------------------------------------ +PDF_NAME = "Кронштадтский 16-18 НК1_ОСК (v3).pdf" +PDF_PATH = Path(r"D:\TEST docs") / PDF_NAME +OUT_DIR = Path(r"D:\TEST docs\output") +OUT_DIR.mkdir(exist_ok=True) + +DPI = 300 # разрешение рендера +BATCH_SIZE = 5 # сохраняем прогресс каждые N страниц + +# ------------------------------------------------------------------ +# 2. Рендер + OCR одной страницы +# ------------------------------------------------------------------ +engine = RapidOCR() + +def process_page(doc: fitz.Document, page_num: int, dpi: int = 300): + """Обработка одной страницы: рендер, OCR, текстовый слой.""" + page = doc.load_page(page_num) + + # --- 2.1 Текстовый слой PDF (если есть) --- + raw_text = page.get_text("text").strip() + + # --- 2.2 Рендер в PNG --- + mat = fitz.Matrix(dpi / 72, dpi / 72) + pix = page.get_pixmap(matrix=mat) + img_path = OUT_DIR / f"page_{page_num+1:03d}.png" + pix.save(img_path) + + # --- 2.3 OCR --- + res = engine(img_path) + ocr_lines = [] + for txt, box, score in zip(res.txts, res.boxes, res.scores): + ocr_lines.append({ + "text": txt, + "confidence": float(score), + "bbox": box.tolist() if hasattr(box, "tolist") else box + }) + + return { + "page_number": page_num + 1, + "image": str(img_path.name), + "pdf_text_layer": raw_text, + "ocr_lines": ocr_lines, + "ocr_line_count": len(ocr_lines) + } + +# ------------------------------------------------------------------ +# 3. main +# ------------------------------------------------------------------ +def main(): + if not PDF_PATH.exists(): + print(f"[ERR] Файл не найден: {PDF_PATH}") + sys.exit(1) + + doc = fitz.open(PDF_PATH) + total = len(doc) + print(f"=== PDF: {PDF_PATH.name} | Страниц: {total} ===\n") + + all_pages = [] + for i in range(total): + print(f"[{i+1}/{total}] Рендер + OCR ...", end=" ") + page_data = process_page(doc, i, DPI) + all_pages.append(page_data) + print(f"OCR строк: {page_data['ocr_line_count']}") + + # Промежуточное сохранение + if (i + 1) % BATCH_SIZE == 0 or i == total - 1: + part_path = OUT_DIR / "full_ocr_results.json" + with open(part_path, "w", encoding="utf-8") as f: + json.dump({"pages": all_pages}, f, ensure_ascii=False, indent=2) + print(f" -> промежуточное сохранение ({i+1} страниц)") + + doc.close() + + # Итоговый файл + final_path = OUT_DIR / "full_ocr_results.json" + with open(final_path, "w", encoding="utf-8") as f: + json.dump({"pages": all_pages}, f, ensure_ascii=False, indent=2) + + print(f"\n=== Готово. Обработано {len(all_pages)} страниц ===") + print(f"Результат: {final_path}") + +if __name__ == "__main__": + main()