环管反应器吊装方案_中文版xxx
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目
录
1。设备的主要参数 Main parameter of equipment 2．吊装方案的选择 Selection of lifting scheme 3．吊装的平面布置 Lifting layout 4．吊车吊装工况的选用 Selection of Operating Condition of the Cranes 5．吊索具的选用 Selection of Slings and Rigging 6．吊车对地面的压力核算 Pressure accounting of crane to ground 7．环管反应器的安装步骤 The Erection Sequence of the Loop Reactor 8. 安全措施 Safety measures 9. 吊装需用的机具和材料 Lifting Equipments and Tools Needed 10.吊车的性能表 Crane Performance Chart 附录 1。溜尾吊耳的结构及核算 Appendix 1: Structure and Accounting of Tailing Lifting Lugs 附录 2。拖拉绳的受力计算 Appendix 2: Bearing calculation of dragrope 附录 3 现场实际尺寸图
1．设备的主要参数 General Description of the Reactors 聚丙烯装置的第一环管反应器 R7201 及第二环管反应器 R7202 的设备总重 量均为 344t（包括钢结构及连接梁的重量） ，主要由 R1、R2、R3、R4 四个带夹 套的直管段，其中 R1 与 R2、R3 与 R4 各有上部的一个半园管、一个连接直管 组成。在每个直管段之间有 7 层连接横梁。在直管段 R1、R2、R3、R4 的下段 处，分别装有环管反应器的四个支座，这些支座的安放位置是在反应器框架距地 面有 6 米高的平台上。反应器的整体高度为 50121mm，四个带夹套的直管段中心 距为 4200mm×4200mm。 the first loop reactor R7201 and the second loop reactor R7202 for polypropylene unit have a total weight of 344t (including the weight of steel structure members and connecting beams ), which mainly consist of 4 legs R1, R2, R3 and R4 with jacket. There is a semicircle elbow and a connecting straight pipe on the upper ends of R1 and R2, R3 and R4 respectively. There are 7 connecting crossbeams between two legs from down to top. The 4 legs R1, R2, R3 and R4 are provided with 4 bearing stands at lower part respectively, which are to be placed on a 6m high platform on the concrete frame for the reactor. The total height of the reactors is 50,121mm and the center line of the 4 legs with jacket is 4200mm× 4200mm. 2．吊装方案的选择 Selection of Lifting Scheme 根据现场的条件及现有的吊装机具，环管反应器 R7201 及 R7202 的吊装，采 用单台吊车提升、分两片吊装的方法来安装，主吊车选用一台 250t 履带吊（美 国的 Manitowoc M-250 型） ，另外还需用一台 250 履带吊（美国的 Manitowoc Model-999 型）辅助溜尾。 According to the site conditions and the riggings available, loop reactors R7201 and R7202 will be lifted by a single crane in two pieces. A crawler crane of 250t (Manitowoc M-250 made in U.S.A) will be used as the main crane and a crawler crane of 250t (Manitowoc Model-999 made in U.S.A) will be used for tailing. 3．吊装的平面布置 Lifting Layout
附录 4。吊索具合格证 Appendix 4: Certificate of Slings and Riggings 附录 5。吊车司机操作证 Appendix 3:Crane Operation Certificate
环ING SCHEME OF LOOP REACTORS R7201 & R7202
3.1 环管反应器的组对及摆放位置 Loop Reactor Assembling and Location 将每台环管反应器分成 2 片在地面上进行组装，环管反 应器的直管段 R3 与 R4 组成 1 片、R1 与 R2 组成另 1 片，并 将其与半环管和 7 层横梁连接 成为整体后，再分成 2 片进行 吊装。环管反应器的组对位置 放在反应器基础框架的东面， 其摆放位置见图 1。 Each loop reactor will be assembled into 2 pieces on the ground, the legs R3 and R4 forming 1 piece and the legs R1 and R2 another piece. The Sketch 1
录
1。设备的主要参数 Main parameter of equipment 2．吊装方案的选择 Selection of lifting scheme 3．吊装的平面布置 Lifting layout 4．吊车吊装工况的选用 Selection of Operating Condition of the Cranes 5．吊索具的选用 Selection of Slings and Rigging 6．吊车对地面的压力核算 Pressure accounting of crane to ground 7．环管反应器的安装步骤 The Erection Sequence of the Loop Reactor 8. 安全措施 Safety measures 9. 吊装需用的机具和材料 Lifting Equipments and Tools Needed 10.吊车的性能表 Crane Performance Chart 附录 1。溜尾吊耳的结构及核算 Appendix 1: Structure and Accounting of Tailing Lifting Lugs 附录 2。拖拉绳的受力计算 Appendix 2: Bearing calculation of dragrope 附录 3 现场实际尺寸图
1．设备的主要参数 General Description of the Reactors 聚丙烯装置的第一环管反应器 R7201 及第二环管反应器 R7202 的设备总重 量均为 344t（包括钢结构及连接梁的重量） ，主要由 R1、R2、R3、R4 四个带夹 套的直管段，其中 R1 与 R2、R3 与 R4 各有上部的一个半园管、一个连接直管 组成。在每个直管段之间有 7 层连接横梁。在直管段 R1、R2、R3、R4 的下段 处，分别装有环管反应器的四个支座，这些支座的安放位置是在反应器框架距地 面有 6 米高的平台上。反应器的整体高度为 50121mm，四个带夹套的直管段中心 距为 4200mm×4200mm。 the first loop reactor R7201 and the second loop reactor R7202 for polypropylene unit have a total weight of 344t (including the weight of steel structure members and connecting beams ), which mainly consist of 4 legs R1, R2, R3 and R4 with jacket. There is a semicircle elbow and a connecting straight pipe on the upper ends of R1 and R2, R3 and R4 respectively. There are 7 connecting crossbeams between two legs from down to top. The 4 legs R1, R2, R3 and R4 are provided with 4 bearing stands at lower part respectively, which are to be placed on a 6m high platform on the concrete frame for the reactor. The total height of the reactors is 50,121mm and the center line of the 4 legs with jacket is 4200mm× 4200mm. 2．吊装方案的选择 Selection of Lifting Scheme 根据现场的条件及现有的吊装机具，环管反应器 R7201 及 R7202 的吊装，采 用单台吊车提升、分两片吊装的方法来安装，主吊车选用一台 250t 履带吊（美 国的 Manitowoc M-250 型） ，另外还需用一台 250 履带吊（美国的 Manitowoc Model-999 型）辅助溜尾。 According to the site conditions and the riggings available, loop reactors R7201 and R7202 will be lifted by a single crane in two pieces. A crawler crane of 250t (Manitowoc M-250 made in U.S.A) will be used as the main crane and a crawler crane of 250t (Manitowoc Model-999 made in U.S.A) will be used for tailing. 3．吊装的平面布置 Lifting Layout
附录 4。吊索具合格证 Appendix 4: Certificate of Slings and Riggings 附录 5。吊车司机操作证 Appendix 3:Crane Operation Certificate
环ING SCHEME OF LOOP REACTORS R7201 & R7202
3.1 环管反应器的组对及摆放位置 Loop Reactor Assembling and Location 将每台环管反应器分成 2 片在地面上进行组装，环管反 应器的直管段 R3 与 R4 组成 1 片、R1 与 R2 组成另 1 片，并 将其与半环管和 7 层横梁连接 成为整体后，再分成 2 片进行 吊装。环管反应器的组对位置 放在反应器基础框架的东面， 其摆放位置见图 1。 Each loop reactor will be assembled into 2 pieces on the ground, the legs R3 and R4 forming 1 piece and the legs R1 and R2 another piece. The Sketch 1