Current location - Training Enrollment Network - Books and materials - Architectural engineering survey 13
Architectural engineering survey 13
Authors: Lv Yaozong, Jin Rongyao, Su Yuhang, Zhang Xiaoqing, this book is one of the "Twelfth Five-Year Plan Textbooks for Civil Engineering Major in Higher Vocational Colleges" compiled according to the requirements of the "Action Plan for Revitalizing Education Facing 2 1 century" proposed by the state. According to the actual situation of the current higher vocational education stage, in order to improve the training quality of talents in higher vocational colleges, meet the requirements of cultivating high-quality technical management cadres and technical application-oriented talents at the grass-roots level of architecture specialty, and take into account the rapid development of science and technology and the constant changes of social needs, the editor has compiled this textbook with refined content, outstanding application and practicality.

This book is compiled by the editor on the basis of summarizing the classroom teaching and practical experience of enterprises in recent years, according to the training objectives and teaching syllabus of architectural engineering specialty in higher vocational colleges. On the basis of detailing the content as much as possible, highlight the training and practicality of basic skills.

This book mainly introduces the conventional surveying and mapping technologies, such as level, theodolite and steel ruler, which are widely used in building engineering survey, and also introduces in detail the modern surveying and mapping technologies, such as electronic theodolite, photoelectric rangefinder, total station and GPS. In view of the fact that vocational education pays equal attention to theory and practice, and there is little practical training, in order to improve vocational skills, this book also arranges practical training guidance.

This book can be used for the teaching of architectural engineering in higher vocational colleges, junior colleges and vocational and technical colleges, and can also be used as a reference book for engineers and technicians in the construction industry.

The whole book consists of 10 chapters, and the teaching hours are allocated according to 64 hours, including 36 hours of theory class, 26 hours of practice class and 2 hours of examination. The participants in this book are Lu Yaozong (Chapters 1 9 and 10, appendix), Su Yuhang (Chapters 2-5) and Zhang Xiaoqing (Chapters 6-8). This book also carefully prepared PPT courseware and answers to after-school thinking questions and exercises.

This book is edited by Lv Yaozong and presided over by Jin Rongyao. Teacher Jin has put forward valuable opinions and suggestions on writing, and I would like to express my sincere thanks. In addition, I would like to express my sincere thanks to Mr. Chang Yukui for his help.

Due to the short time and limited level of editors, there are inevitably shortcomings and deficiencies in the book. Please criticize and correct the teachers, students and technicians who use this textbook. If you have any comments or suggestions, please contact the editor by email.

compilers

Chapter 1 Introduction April 20 14

1. 1 construction engineering survey task

1. 1. 1 surveying and mapping research object and its classification

1. 1.2 main tasks of construction engineering survey

1. 1.3 Present situation and development direction of architectural engineering survey

1.2 the shape and size of the earth

1.2. 1 the natural form of the earth

1.2.2 strata

1.2.3 Earth ellipsoid

1.2.4 Earth sphere

1.3 coordinate systems commonly used in measurement

1.3. 1 measuring plane cartesian coordinate system and height system.

1.3.2 Gaussian plane rectangular coordinate system

1.3.3 geodetic coordinate system

1.4 Basic procedures and principles of survey work

Procedures and principles of topographic mapping

1.4.2 Basic procedures and principles of measurement

1.4.3 Three elements for determining the grounding point

1.5 the limit of replacing the leveling surface with a level.

1.5. 1 Influence of Earth curvature on horizontal distance

1.5.2 Influence of Earth curvature on horizontal angle

1.5.3 influence of earth curvature on elevation

Thinking and practicing.

Chapter II Leveling

2. 1 leveling principle

2. 1. 1 leveling method

2. 1.2 leveling principle

2.2 leveling instruments and tools and their use

2.2. 1DS3 level

2.2.2 Automatic Anping Level

lever

foot pad

2.3 leveling method

2.3. 1 leveling

2.3.2 Inspection of leveling station

2.3.3 Check the results of leveling route.

2.4 Calculation of leveling route in the industry

2.4. 1 Closed leveling route

2.4.2 Attached to the horizontal line

2.4.3 Calculation of horizontal route

2.5 Level check

2.5. 1 level should meet the conditions.

Level test

2.6 leveling error analysis

2.6. 1 instrument error

observational error

2.6.3 The influence of external conditions

2.7 Introduction of Digital Level

Thinking and practicing.

Chapter 3 Angle measurement

3.1angle measurement principle

3. 1. 1 horizontal angle

3. 1.2 vertical angle and zenith distance

3. 1.3 theodolite

3.2DJ6 optical theodolite

3.2. 1 sighting department

Horizontal dial

basis

3.3 Reading and use of DJ6 optical theodolite

3.3. 1DJ6 optical theodolite reading device

3.3.2 Use of D6D6Optical Theodolite

3.4 Horizontal Angle Measurement Method

3.4. 1 survey method (applicable to both directions)

3.4.2 Direction observation method (applicable to more than two directions)

3.4.3 Points for attention in horizontal angle observation

3.5 Vertical Angle Measurement

3.5. 1 Principle of vertical angle measurement

3.5.2 Vertical dial structure

3.5.3 Calculation formula of vertical angle

3.5.4 Vertical plate index difference

Vertical angle observation

3.6 Inspection of theodolite

3.6. Axis of1theodolite and its relationship.

3.6.2 Inspection of each axis of theodolite

3.7 Error Analysis of Horizontal Angle Measurement

3.7. 1 instrument error

observational error

The influence of external conditions

3.8 the use of electronic theodolite

3.8. 1 southern ET-05 electronic theodolite

3.8.2 Matters needing attention

Thinking and practicing.

Chapter 4 Distance Measurement and Linear Orientation

4. 1 steel rule span

4. 1. 1 gauge tool

4. 1.2 General method of steel ruler gauge

4.2 Precision method of steel rule gauge

4.2. 1 Verification of steel straightedge

4.2.2 Accurate measurement method of steel straightedge

4.3 Sight distance measurement

4.3. 1 line of sight measurement principle

4.3.2 Sight distance measurement steps

4.4 photoelectric ranging

4.5 Linear direction

4.5. 1 standard direction

Linear orientation method

4.5.3 Relationship between azimuth angles of positive and negative coordinates

4.5.4 Calculation of coordinate azimuth angle

4.5.5 coordinate quadrant angle

4.6 coordinate forward and backward calculation

4.6. 1 coordinate forward calculation

4.6.2 Coordinate Inverse Calculation

Thinking and practicing.

Chapter V Use of Total Station

5. Construction and use of1total station

5.2 Angle measurement

5.2. 1 Basic function of angle measurement

5.2.2 Back-measuring method to observe horizontal angle

5.3 Distance measurement

5.3. 1 photoelectric ranging principle

Distance measurement method

5.4 coordinate measurement

5.5 total station point layout

Thinking and practicing.

Chapter 6 Basic knowledge of measurement error

6. 1 Overview of measurement error

Found 6. 1. 1 measurement error.

6. 1.2 causes of measurement error

6. 1.3 Classification of measurement errors

6.2 Characteristics of accidental errors

Definition of accidental error

Examples of unexpected errors

6.2.3 Statistical characteristics of accidental errors

6.3 Indicators for measuring the accuracy of observed values

6.3. Error in1

allowable error

relative error

6.4 Law of Error Propagation and Its Application

6.4. Error Propagation Law of1Linear Function

6.4.2 Error Propagation Law of General Function Formula

6.4.3 Application of Error Propagation Law

6.5 Arithmetic Average and Accuracy Evaluation of Independent Observations with Equal Accuracy

6.5. 1 arithmetic mean

Average error of observed values

6.5.3 Average error of arithmetic mean

Thinking and practicing.

Chapter VII Small Area Control Survey

7. 1 Overview of control measurement

7. 1. 1 national control network

7. 1.2 urban control network

7.2 Traverse Survey Field Work

7.2. 1 survey of traverse

7.2.2 Site Work Contents

7.3 Traverse survey in the industry

7.3. 1 calculation of attached wires

7.3.2 Calculation of closed traverse

7.4GNSS control network

7.4. Introduction to1GPS

Composition of global positioning system

Principle of GPS measurement and positioning

7.4.4GPS measurement characteristics

GPS small area control survey

7.4.6GPS measurement data processing

7.5 Cross measurement

7.5. 1 Angle measurement forward intersection method

7.5.2 Angle measurement rear intersection method

Distance intersection

7.5.4 Corner rear intersection method

7.6 Third-class and fourth-class leveling

7.6. 1 observation procedure

Main technical requirements

7.6.3 Calculation and verification of station yard

7.7 trigonometric leveling

Thinking and practicing.

Chapter VIII Surveying and Mapping of Large-scale Topographic Map and Its Application

8. 1 Basic knowledge of topographic map

8. 1. 1 Overview

8. 1.2 scale topographic map

8. 1.3 Calibration accuracy

8. 1.4 large-scale topographic map schema

8. 1.5 symbols of ground objects

8. 1.6 Geomorphological symbols

8. The principle of1.7 contour lines representing landforms

8. 1.8 contour type

8. 1.9 Contour representation of different landforms

8. Characteristics of1.10 contour lines

8.2 Surveying and mapping methods of large-scale topographic maps

Preparation before mapping

Theodolite mapping method

8.2.3 Topographic map drawing

8.2.4 Technical requirements for topographic mapping

8.2.5 Topographic map splicing, inspection and arrangement

8.3 Large-scale digital mapping technology

8.3. 1 digital mapping system

8.3.2 Collection and input of graphic information of digital mapping

data transmission

8.3.4 Indoor Surveying and Mapping

Drawing output

8.4 topographic map reading

8.4. 1 Identification of external marks on drawings

8.4.2 Mapping of features and topography

8.4.3 framing and numbering of large-scale topographic maps

8.5 Basic application of topographic map

8.5. 1 Determine the coordinates of a point on the map.

8.5.2 Determine the horizontal distance between two points on the map.

8.5.3 Determine the coordinate orientation of the straight line on the map.

8.5.4 Determine the elevation of any point on the map.

8.5.5 Determine the slope of the straight line on the map.

8.5.6 Draw a longitudinal section in the specified direction.

8.5.7 Determine the catchment area on the map.

8.5.8 Route Selection on Drawings

8.5.9 Measure the area on topographic map.

8.6 Application of Topographic Map in Site Leveling

Thinking and practicing.

Chapter 9 Basic Work of Construction Survey

9. 1 Horizontal distance, horizontal angle and elevation of floor plan

9. 1. 1 survey the known horizontal distance

9. 1.2 survey the known horizontal angle

9. 1.3 survey the known elevation

9.2 Layout of plane points

Cartesian coordinate method

method of polar coordinates

9.2.3 Angle intersection method

9.2.4 Distance intersection method

9.3 Layout of Slope Line

9.4 Arrangement of Circular Curves

9.4. 1 Layout of main points of circular curve

9.4.2 Setting out the auxiliary points of the circular curve by means of deflection angle method.

9.4.3 Use tangent offset method to set out auxiliary points of circular curve.

Thinking and practicing.

Chapter 10 Industrial and Civil Building Construction Survey

10. 1 Overview

10. 1. 1 purpose and content of construction survey

10. 1.2 construction survey principles

10. 1.3 characteristics of construction survey

10.2 construction site control survey

10.2. 1 overview

10.2.2 building baseline layout

10.2.3 Building grid layout

10.2.4 construction elevation control survey

10.3 survey work in civil building construction

10.3. 1 overview

10.3.2 preparation before construction

10.3.3 positioning and setting-out of civil buildings

10.3.4 survey work in building foundation construction

10.3.5 measurement in wall construction

10.3.6 building axis survey

10.3.7 building elevation transfer

10.4 survey work in industrial plant construction

10.4. 1 layout of industrial workshop control network

10.4.2 Layout of column axis and column foot of factory building

10.4.3 installation survey of equipment parts

10.5 high-rise building construction survey

10.5. 1 High-rise building axis survey

10.5.2 elevation transfer of high-rise building

10.6 building deformation observation

10.6. 1 overview

10.6.2 building settlement observation

10.6.3 building inclination observation

10.6.4 observation of cracks in buildings

10.7 compilation of completion site plan

10.7. 1 contents of the as-built general plan

10.7.2 Surveying and mapping of completed general plan

Thinking and practicing.

Appendix Course Training Guide

Parts 1 Introduction

The second part is the basic experimental guidance

Think about the answers to questions and practice after class.

The main reference is ISBN: 978-7-111-46853-0.

Machinery industry press

Editor: Li Jingyang

Pricing: 32 yuan

Release date: 20 14. 14

brief Introduction of the content

The contents of this book include thirteen learning situations: preliminary exploration of building engineering survey, leveling, angle survey, distance survey and linear orientation, basic application of total station, small area control survey, global navigation satellite system GNSS, mapping and application of large-scale topographic map, basic work of building survey, building construction control survey, building construction survey, line engineering survey, building deformation observation and completion survey.