1、BRITISH STANDARD BS 5964-1: 1990 ISO 4463-1: 1989 Incorporating Amendment No. 1 Building setting out and measurement Part 1: Methods of measuring, planning and organization and acceptance criteriaBS5964-1:1990 This British Standard, having been prepared under the directionof the Basic Data andPerfor
2、mance Criteria for CivilEngineering and Building Structures Standards Policy Committee, was published underthe authority of the Board ofBSI and comes into effect on 30September 1990 BSI 07-1999 First published August 1980 Second edition September 1990 The following BSI references relate to the work
3、on this standard: Committee reference BDB/4 Draft for comment 87/10913 DC ISBN 0 580 18698 9 Committees responsible for this British Standard The preparation of this British Standard was entrusted by the Basic Data and Performance Criteria for Civil Engineering and Building Structures Standards Poli
4、cy Committee (BDB/-) to Technical Committee BDB/4, upon which the following bodies were represented: Association of County Councils British Standards Society Building Employers Confederation Chartered Institution of Building Services Engineers Concrete Society Department of Education and Science Dep
5、artment of the Environment (Building Research Establishment) Department of the Environment (Property Services Agency) Incorporated Association of Architects and Surveyors Institute of Building Control Institute of Clerks of Works of Great Britain Inc Institution of Civil Engineers Institution of Str
6、uctural Engineers Institution of Water and Environmental Management Royal Institute of British Architects Royal Institution of Chartered Surveyors The following body was also represented in the drafting of the standard, through sub-committees and panels: Chartered Institute of Building Amendments is
7、sued since publication Amd. No. Date Comments 9314 December 1996 Indicated by a sideline in the marginBS5964-1:1990 BSI 07-1999 i Contents Page Committees responsible Inside front cover National foreword ii 0 Introduction 1 1 Scope 1 2 Field of application 1 3 References 1 4 Definitions 1 Section 1.
8、 General introduction 5 general introduction 2 Section 2. Planning and organization of setting-out 6 Acquisition of information 4 7 Planning the setting-out 4 8 Setting-out drawings 7 9 Functional responsibilities 7 10 Qualifications 7 11 Survey and site documentation 7 12 Calculation 7 Section 3. S
9、etting-out and measuring procedures Accuracy specifications 13 Introduction 8 14 Primary system 8 15 Secondary system 11 16 Position points 14 17 Vertical transfer of points (plumbing) 16 18 Levelling 17 Annex Example of a working/inspection schedule of setting-out showing tasks and responsibilities
10、 21 Bibliography 20 Figure 1 Example of the three stages of setting-out as adopted in this International Standard 3 Figure 2 Example of location grid 5 Figure 3 Relationship between the different grids used during the building process 6 Figure 4 Example of the general principle of a primary system,
11、with some elevated points shown 9 Figure 5 Example of how profile boards might be placed outside a proposed building 10 Figure 6 Some examples of the setting-out of secondary points within the building using the primary system 12 Figure 7 Previously set-out points should be checked according to 15.5
12、 prior to further setting-out 13 Figure 8 General examples of marking position points or lines 15 Figure 9 Verticality deviation 17 Figure 10 Examples of marking levels on shuttering 18 Figure 11 Use of a tension device when transferring levels with the aid of a tape 19 Table 1 Example of applicatio
13、n on site 16 Table 2 Measurement 19 Table 3 Example of application on site 19 Publications referred to Inside back coverBS5964-1:1990 ii BSI 07-1999 National foreword This Part of BS 5964 has been prepared under the direction of the Basic Data and Performance Criteria for Civil Engineering and Build
14、ing Structures Standards Policy Committee. It is identical with ISO 4463-1:1989 “Measurement methods for building Setting-out and measurement Part 1: Planning and organization, measuring procedures, acceptance criteria” 1) , published by the International Organization for Standardization (ISO); and
15、is a revision of BS5964:1980 (and of its equivalent ISO Standard 4463:1979) to take into account developments in setting-out and surveying practice. BS 5964:1980 is withdrawn. The series of Parts comprising BS 5964 will assist those involved in specifying the surveying and setting out services that
16、may be required during the development and construction of buildings and ancillary works, as follows: Part 1: Methods of measuring, planning and organization and acceptance criteria; Part 2: Measuring stations and targets; Part 3: Check-lists for the procurement of surveys and measurement services.
17、Part 1: is referred to in BS 5606:1990 “Guide to accuracy in building”. 1) In preparation. Cross-references International standard Corresponding British Standard ISO 7078:1985 BS 6953:1988 Glossary of terms for procedures for setting out, measurement and surveying in building construction (including
18、 guidance notes) (Identical) BS 7307 Building tolerances: Measurement of building and building products ISO 7976-1:1989 a Part 1:1990 Methods and instruments (Identical) ISO 7976-2:1989 a Part 2:1990 Position of measuring points (Identical) b BS 7334: Measuring instruments for building construction
19、ISO 8322-1:1989 Part 1:1990 Methods for determining accuracy in use: Theory (Identical) ISO 8322-2:1989 Part 2:1990 Methods for determining accuracy in use: Measuring tapes (Identical) ISO 8322-3:1989 Part 3:1990 Methods for determining accuracy in use: optical levelling instruments (Identical) ISO
20、8322-4:1991 Part 4:1992 Methods for determining accuracy in use of theodolites (Identical) ISO 8322-5:1991 Part 5:1992 Methods for determining accuracy in use of optical plumbing instruments (Identical) a In preparation. b It is envisaged that ISO 8322-4 to ISO 8322-9 will be published as identical
21、Parts of BS 7334.BS5964-1:1990 BSI 07-1999 iii The Technical Committee has reviewed the provisions of ISO 1803-1 and ISO1803-2, to which reference is made in the text, and has decided that they are acceptable for use in conjunction with this standard. A related standard to ISO1803 is BS 6100 “Glossa
22、ry of building and civil engineering terms”, Subsection1.5.1:1984 “Coordination of dimensions; tolerances and accuracy”. A British Standard does not purport to include all the necessary provisions of a contract. Users of British Standards are responsible for their correct application. Compliance wit
23、h a British Standard does not of itself confer immunity from legal obligations. International standard Corresponding British Standard ISO 8322-6:1991 Part 6:1992 Methods for determining accuracy in use of laser instruments (Identical) ISO 8322-7:1991 Part 7:1992 Methods for determining accuracy in u
24、se of instruments when used for setting out (Identical) ISO 8322-8:1991 Part 8:1992 Methods for determining accuracy in use of electronic distance-measuring instruments up to 150m (Identical) Summary of pages This document comprises a front cover, an inside front cover, pages i to iv, pages1to 22, a
25、n inside back cover and a back cover. This standard has been updated (see copyright date) and may have had amendments incorporated. This will be indicated in the amendment table on the inside front cover.iv blankISO4463-1:1989 (E) BSI 07-1999 1 0 Introduction This part of ISO 4463 forms one of a ser
26、ies concerning the accuracy of measurement methods on building sites. Part 2 will deal with measuring stations and targets and part 3 will deal with setting-out drawings. 1 Scope This part of ISO 4463 deals with the progressive stages of setting-out work in building construction, i.e. acquisition of
27、 information, establishing the primary system, setting-out the secondary system, vertical transfer of points in the secondary system to other levels, and setting-out the position points and the establishment and transfer of levels (bench marks). In addition it gives values of permitted deviations an
28、d guidance on independent check measurements (quality control) using instruments and methods currently in common use at each stage of the setting-out process. 2 Field of application This part of ISO 4463 applies to common types of building construction. Special operations such as setting-out of prec
29、ision machinery or the legal location of the building, as specified for example in planning laws or local regulations, are not covered by this part of ISO 4463 since all recommendations are subject to statutory legislation in a particular country. 3 References ISO 1803-1, Building construction Toler
30、ances Vocabulary Part 1: General terms. ISO 1803-2, Building construction Tolerances Vocabulary Part 2: Derived terms. ISO 7078, Building construction Procedures for setting-out, measurement and surveying Vocabulary and guidance notes. ISO 7976-1, Tolerances for building Guidelines indicating method
31、s of measurement of buildings and building products Part 1: Instruments and accuracy. ISO 7976-2, Tolerances for building Guidelines indicating methods of measurement of buildings and building products Part 2: Position of measuring points. ISO 8322 (all parts), Building construction Measuring instru
32、ments Procedures for determining accuracy-in-use 2) . 4 Definitions For the purposes of this part of ISO 4463, the definitions of ISO 1803 and ISO 7078, together with the following, apply. 4.1 site surveyor person entrusted with the carrying-out of one or more of the different measuring operations i
33、n the building process as practice can differ from country to country, the term site surveyor is intended to refer to a competent operator in this field irrespective of his formal qualifications 4.2 compliance measurement measurement carried out to verify compliance with the specified permitted devi
34、ation of a completed stage of the construction process (for example, building components, setting-out and constructed work) 4.3 check measurement independent informal measurement to check the correctness and accuracy of a previous measurement 4.4 secondary line any line used for the purpose of setti
35、ng-out the proposed building and for checking and compliance of the building or building parts 4.5 acceptance criteria conditions to be fulfilled prior to acceptance of a completed task or process 2) To be published.BS5964-1:1990 2 BSI 07-1999 Section 1. General introduction 5 General introduction 5
36、.1 The process of setting-out on any building site may be described as the determination and establishment of a well-defined system of lines, distances and planes to provide a suitable network for the determination of the accurate position and level of buildings and building elements. This Internati
37、onal Standard is concerned with the complete range of setting-out on building sites and thus adopts a three-stage order of reference systems which are commonly required for large and complex building projects. As shown in Figure 1, the order of establishment and connection of reference systems is as
38、 follows: a) Primary system, which is connected to the official control system 3)and normally covers the whole site and to which subsequent measurements on that site are related (see clause 14); b) Secondary system, which serves as the main reference system or grid for the erection of a particular b
39、uilding or group of buildings and associated works (see clause 15); c) Position points, which mark the location of individual elements, for instance columns and walls (see clause 16). 5.2 The choice of the number and type of reference systems required for a particular building project will be depend
40、ent on the size, complexity, and configuration of the site, the shape, size and position of each building, the amount of space available, the proposed methods of construction and the erection sequence. In practice, therefore, the previously established reference system from which the secondary setti
41、ng-out system can be established may be either an existing co-ordinate system which covers the particular site, that is an official control system; or a network of measuring points specially established for the building project, that is a primary system; or corner points or other important points re
42、lating to a particular building established for example by the local authority (see Figure 7); or in the case of an extension of a building or infilling between existing buildings, reference lines established by extending one or more secondary lines, for example lines parallel to the column centre-l
43、ines. 3) An official control system can be the national, municipal or other agreed higher order coordinate system.ISO4463-1:1989 (E) BSI 07-1999 3 NOTESome of the primary, secondary and position points are shown. Primary points are marked and measured in. Secondary and position points are set out an
44、d marked. Figure 1 Example of the three stages of setting-out as adopted in this International StandardBS5964-1:1990 4 BSI 07-1999 Section 2. Planning and organization of setting-out 6 Acquisition of information Detailed information is required on the size and shape of the site, planning regulations
45、, existing services, adjacent structures above and below ground, and the existing survey network. Some of this information is often available from the statutory authorities (local authority). A site survey to confirm and update the above information should be carried out. Such information will enabl
46、e the designer to relate the position of the proposed building and ancillary work to the survey system around the site and also facilitate the contractors reconnaissance for the setting-out work. 7 Planning the setting-out 7.1 Reconnaissance A reconnaissance of the site and planning of the setting-o
47、ut are essential. Based on the site survey drawing relating the building and ancillary work, a suitable reference system should be selected and established. The system selected will depend on the shape and size of the site and the position of any existing buildings or obstructions; the position of t
48、he proposed building and ancillary work; the sequence of excavation and construction. The chosen reference system should be such that redundant observations are possible and that the measuring points can be referred to during construction. The positions of the main ground stations should be chosen a
49、nd protected such that they are at minimum risk to damage or movement and unobstructed lines of sight can be maintained. Elevated permanent targets on existing buildings could serve this purpose but may be more difficult to use than protected stations on the ground. Primary and secondary benchmarks should be positioned such that change points are kept to a minimum and sight lengths do not exceed 40m. The type of instruments and the method of setting-out should be selected to meet the specifi
