BS 7121-14-2005 起重机安全操作实施规程.起重机侧臂管道敷设机.pdf

BRITISH STANDARD BS 7121-142005 Code of practice for safe use of cranes Part 14 Side boom pipelayers ICS 53.020.20 BS 7121-142005 This British Standard was published under the authority of the Standards Policy and Strategy Committee on 7 October 2005 BSI 7 October 2005 The following BSI references relate to the work on this British Standard Committee reference MHE/3 Draft for comment 02/710784 DC ISBN 0 580 46753 8 Committees responsible for this British Standard The preparation of this British Standard was entrusted by Technical Committee, MHE/3, Cranes and derricks, to Subcommittee MHE/3/11, Crane safety and testing, upon which the following bodies were represented Association of Lorry-Loader Manufacturers and Importers CEA Construction Equipment Association Construction Confederation Construction Plant-hire Association HSE Health and Safety cutive Institution of Occupational Safety and Health Institution of Structural Engineers Low Power Radio Association Safety Assessment Federation Co-opted Members Amendments issued since publication Amd. No.DateComments 标准分享网 w w w .b z f x w .c o m 免费下载 BS 7121-142005 BSI 7 October 2005 i Contents Page Committees responsibleInside front cover Forewordii 1Scope 1 2Normative references 1 3Terms and definitions 1 4Lift capacity determination procedure 4 5Hoist mechanism 5 6Rated and radius capacity indicators 6 7Marking of pipelayers 7 8Thorough examination of pipelayers 7 9Testing 8 10Management of lifting operations 10 11Selection and duties of appointed persons 12 12Selection and minimum attributes of personnel 13 13Duties of personnel 15 14Selection of pipelayers 15 15Safety 15 Annex A inative Lifting capacity chart 17 Annex B inative Example duty chart for 583H pipelayer 17 Annex C inative Report of thorough examination of pipelayers 18 Annex D inative Certificate of test 19 Annex E inative Pipe lengths and mass table 19 Annex F normative Operator daily and weekly checks 20 Annex G normative Signals 21 Annex H normative Calculations for complex lifts 22 Bibliography 23 Figure 1 Dimension R1 for a crawler machine 2 Figure A.1 Lifting capacity chart for caterpillar 583 pipelayer fitted with 28 foot boom 17 Figure G.1 Hand signals 21 Table E.1 Mass per 12 m length of bare, painted or resin coated steel pipe 19 Table F.1 Operator maintenance checks 20 BS 7121-142005 ii BSI 7 October 2005 Foreword This part of BS 7121 has been prepared by Subcommittee MHE/3/11. It is intended to be used in conjunction with other parts of BS 7121 to ensure, so far as is reasonably practicable, that lifting operations are carried out safely. The Lifting Operations and Lifting Equipment Regulations LOLER [1] and the Provision and Use of Work Equipment Regulations PUWER [2] came into force on 5 December 1998. Details of the Regulations, an Approved Code of Practice plus HSE guidance can be found in the HSE books Safe use of lifting equipment [3] and Safe use of work equipment [4]. BS 7121-1 provides general recommendations for crane types not covered in an additional part of BS 7121. BS 7121-2 covers in-service inspection, thorough examination and, where appropriate, testing for the safe use of all types of crane. This Part covers the safe use of side boom pipelayers. Subsequent parts deal with the specific crane types as follows Part 3 Mobile cranes; Part 4 Lorry loaders; Part 5 Tower cranes; Part 6 Derrick cranes; Part 7 Overhead/under-hung travelling and goliath cranes; Part 8 High pedestal and portal jib dockside cranes; Part 9 Container handling cranes; Part 10 Rail mounted cranes; Part 11 Offshore cranes; Part 12 Recovery vehicles and equipment; Part 13 Hydraulic gantry lifting systems. When all parts of BS 7121 have been published, CP 3010 will be withdrawn and BS 5744 will be revised to cover manually operated and light cranes only. The Health and Safety cutive HSE commends the use of this British Standard to those who have duties under the Health and Safety at Work etc. Act 1974 [5]. This standard was drawn up with the participation of HSE representatives and will be referred to in relevant HSE publications. The BS 7121 series has been accepted as representing the consensus of practical experience for safety on cranes. As a code of practice, this British Standard takes the of guidance and recommendations. It should not be quoted as if it were a specification and particular care should be taken to ensure that claims of compliance are not misleading. It has been assumed in the drafting of this British Standard that the cution of its provisions is entrusted to appropriately qualified and competent people. This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. Compliance with a British Standard does not of itself confer immunity from legal obligations. Attention is drawn to the following statutory regulations The Lifting Operations and Lifting Equipment Regulations LOLER [1]; The Provision and Use of Work Equipment Regulations PUWER [2]; Health and Safety at Work etc. Act 1974 [5]; The Supply of Machinery Safety Regulations [6]; The Management of Health, Safety and Welfare Regulations [9]; The Personal Protective Equipment at Work Regulations [10]. Summary of pages This document comprises a front cover, an inside front cover, pages i and ii, pages 1 to 23 and a back cover. The BSI copyright notice displayed in this document indicates when the document was last issued. 标准分享网 w w w .b z f x w .c o m 免费下载 w w w . b z f x w . c o m BS 7121-142005 BSI 7 October 2005 1 1 Scope This part of BS 7121 gives recommendations for the safe installation and use of pipelayers. Subjects covered include selection of pipelayers, planning the lifting operation, thorough examination, operation, as well as safety measures to be taken during the cution of these functions. It also covers the selection and training of personnel involved in the safe installation and use of pipelayers. In addition a uni of calculating, and a test for validating rated lift capacity as presented in commercial literature for pipelayers is included. The rated lift capacity considers hoist mechanism limits, tipping loads and rope factors. This British Standard applies to all pipelayers when used in lifting applications as defined in BS EN ISO 6165 and BS 6914-5. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document including any amendments applies. BS 6911-7, Testing earth moving machinery Part 7 Specification for units of measurement and tolerances [ISO 9248]. BS 6914-5, Terminology including definitions of dimensions and symbols for earth-moving machinery Part 5 Glossary for pipelayers. BS EN 4732000, Non-destructive testing Qualification and certification of NDT personnel General principles. BS EN ISO 6165, Earth-moving machinery Basic types Vocabulary. 3 Terms and definitions For the purposes of this British Standard, the following terms and definitions apply. 3.1 employing organization person or organization who requires a lifting operation to be carried out and is responsible for the safe use of the pipelayer 3.2 pipelayer self-propelled crawler machine which incorporates pipe laying equipment with mainframe, load hoist mechanism, vertically pivotable side boom and counterweight, and is primarily designed to handle and lay pipes 3.3 side boom tractor equipment, including boom, load hoist mechanisms and a vertically pivotable side boom, added to a tractor, which is designed to handle and lay pipes and carry pipe laying equipment NOTE A side boom might have counterweights attached. 3.4 base machine pipelayer including undercarriage, without equipment or attachments, as described by the manufacturer’s specification 3.5 equipment set of components, boom and counterweights mounted onto a base machine to fulfil the primary design function of a pipelayer w w w . b z f x w . c o m BS 7121-142005 2 BSI 7 October 2005 3.6 boom structural member that supports a load 3.7 counterweight additional removable mass and its support which is added to increase the stability of a pipelayer 3.7.1 adjustable counterweight portion of the counterweight that is movable 3.8 attachment assembly of components that could be mounted on the base machine, or equipment, for a specific use 3.9 component part, or an assembly of parts, of a base machine, equipment or attachment 3.10 load external force acting on the pipelayer, including the mass of attaching equipment applied at the load hook 3.11 lift point line vertical line through the centre of the load hook 3.12 tipping line outer edge of the outer track link rail on the boom side of the machine, see Figure 1 3.13 radius perpendicular distance from a vertical plane passing through the outer edge of the outer track link rail, on the boom side, to a parallel vertical plane passing through the lift point, which is the load bearing surface midpoint of the hook NOTE This radius for crawler machines is indicated by dimension R1 in Figure 1. Figure 1 Dimension R1 for a crawler machine R1 标准分享网 w w w .b z f x w .c o m 免费下载 w w w . b z f x w . c o m BS 7121-142005 BSI 7 October 2005 3 3.14 moment acting to overturn machine product of a force acting on a machine through the lift point line and the radius 3.15 moment acting to resist overturn of machine product of the mass of the machinery and the distance from the centre of gravity to the tipping line 3.16 measured balance point moment acting to overturn the machine at a specific radius that does not cause any track roller on the track opposite the boom side to lift more than 6 mm from the track link 3.17 tipping load vertical load applied at the load hook at a specific radius, which achieves the balance point 3.18 rope wire rope used for the boom support or load line 3.19 rope factor rope breaking strength divided by rope load 3.20 draw works 3.20.1 mechanical draw works drums and mechanical drive systems that operate the boom position and the load hoist lines 3.20.2 hydraulic draw works hydraulic pumps, motors, valve lines and cylinders, that position the boom and operate the hoist line 3.21 hydraulic pressure 3.21.1 working circuit pressure nominal pressure applied to the specific circuit by the hydraulic pumps 3.21.2 holding circuit pressure maximum static pressure in a specific circuit limited by a relief valve pressure that is measured at a flow no greater than 10 of rated flow 3.22 lift mechanism lift capacity maximum load that can be lifted at the load hook by a force generated by any combination of mechanical or hydraulic power to the draw works and/or hydraulic cylinders at a specific draw radius without exceeding any of the following limits tipping load; hydraulic working or holding circuit pressure in any circuit; rope factor in either load or boom hoist line. NOTE Some of the possible combinations of power to the lift mechanism include a mechanical draw works power to the load; b hydraulic draw works power to the load and boom hoist line; c mechanical power to the draw works for the load hoist line and hydraulic cylinders for the boom hoist line; d hydraulic cylinders for the boom hoist line. w w w . b z f x w . c o m BS 7121-142005 4 BSI 7 October 2005 3.23 mechanical draw works lift capacity lift capacity obtained by applying mechanical power to the load and boom hoist draw works without exceeding tipping load or rope factor 3.24 hydraulic lift capacity lift capacity obtained by applying working circuit pressure to the hydraulically actuated draw works and/or lift cylinders without exceeding the holding circuit pressure in any circuit 3.25 rated lift capacity maximum load that can be raised without exceeding the rated tipping load lift capacity NOTE The rated lift capacity is also known as “rated lift mechanism lift capacity” or the “rated rope factor lift capacity” see 4.1. 4 Lift capacity determination procedure 4.1 Machine preparation All lift capacity determinations should be made either with adjustable counterweights fully extended or with variable ballast configurations, for example ballast retracted, ballast not fitted. All lifting operation specifications tested should be shown on the test certificate and machine. See 4.11 and 9.3.6. 4.2 Tipping load test The tipping load test is carried out for all permitted counterweights and counterweight positions. A live test weight freely suspended load should be used in the tipping load test. 4.3 Test site The lift capacity determination test site should consist of a concrete, steel or equally firm surface and should be level to within 1 . The test site should be secured, to prevent access by unauthorized persons, and of sufficient area to enable the test to be carried out without endangering personnel. 4.4 Test equipment The following test equipment with tolerances in accordance with BS 6911-7 should be available. a Sufficient freely suspended weights. The weights should either be of known mass or a calibrated weighing device should be available to determine the mass of the weights. b Means to measure the radius distance. 4.5 Test conditions The test should be conducted under the control of a competent person. The pipelayer should be thoroughly examined in accordance with Clause 8 before the test to determine whether it is in a suitable condition to withstand the loads applied during testing. The manufacturer’s operating instructions but not duty charts for the pipelayer and the test equipment should be followed at all times. After load testing, a thorough examination should be undertaken by a competent person to determine whether the pipelayer has withstood testing without signs of structural change that could affect its safety, such as a cracking; b permanent deation; c paint flaking; d loosening of or damage to structural connections. 标准分享网 w w w .b z f x w .c o m 免费下载 w w w . b z f x w . c o m BS 7121-142005 BSI 7 October 2005 5 4.6 Test load A test load, sufficient to cause the pipelayer to attain the measured balance point at approximately the maximum radius, should be lifted at an intermediate radius position. With the load kept as close to the ground as possible, the pipelayer should be boomed out slowly until the measured balance point is achieved. The radius should be measured. The test should be repeated with different loads applied, to enable the radius to be measured at the balance point for two intermediate positions and approximately the minimum radius position. 4.7 Test results The results of the te