CN107558719A - For high-rise frame steel construction adjustable mobile operating platform and its construction method - Google Patents
For high-rise frame steel construction adjustable mobile operating platform and its construction method Download PDFInfo
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Abstract
本发明提供一种用于高层框架钢结构可调节移动式操作平台,包括围绕钢柱体的平台框架,平台框架上表面铺设平台钢铺板;平台框架边缘设有立柱以及横栏;平台框架底部与钢柱体间设有斜支撑梁;斜支撑梁底端与钢柱体固接,斜支撑梁顶端与平台框架底部固接;平台框架四周中的一侧设有预留开口,预留开口上表面铺设有活动铺板,预留开口两侧立柱间设可拆卸挂链,此操作平台的施工方法是:在地面预制平台框架,一侧设预留开口;为平台框架架设立柱、铺设钢铺板,预留开口表面铺设活动铺板;斜支撑梁顶端固定在平台框架边缘底部;将平台吊至牛腿上;将斜支撑底部固定在钢柱体表面,本发明更具有施工方便、操作灵活,节省材料,支撑结构稳固。
The invention provides an adjustable mobile operation platform for a high-rise frame steel structure, which includes a platform frame surrounding a steel column, a platform steel decking plate is laid on the upper surface of the platform frame; columns and horizontal rails are arranged on the edge of the platform frame; the bottom of the platform frame is connected to the There are inclined support beams between the steel columns; the bottom of the inclined support beams is fixed to the steel columns, and the top of the inclined support beams is fixed to the bottom of the platform frame; one side of the platform frame is provided with a reserved opening, and the reserved opening is The surface is paved with movable planks, and detachable hanging chains are set between the columns on both sides of the reserved opening. The construction method of this operation platform is: prefabricate the platform frame on the ground, and set a reserved opening on one side; set up columns for the platform frame frame, lay steel planks, The open surface is reserved for laying movable planks; the top of the inclined support beam is fixed on the bottom of the edge of the platform frame; the platform is hoisted to the corbel; the bottom of the inclined support is fixed on the surface of the steel column. , the supporting structure is stable.
Description
技术领域technical field
本发明涉及高层钢结构箱型、管型、H型及十字框架柱安装工程的施工方法,具体是一种用于高层框架钢结构可调节移动式操作平台的施工方法。The invention relates to a construction method for installing box-type, pipe-type, H-type and cross frame columns of a high-rise steel structure, in particular to a construction method for an adjustable mobile operating platform of a high-rise frame steel structure.
背景技术Background technique
1、利用外爬梯自地面到达平台钢梁的安装位置,然后再通过现场条件利用钢结构材料焊接的方式搭设安装节点位置的施工操作平台,从而进行安装口位置的栓焊作业。这种方法利用角钢、钢管、钢板及其木跳板搭设操作台,搭设操作台本身是在现场高空安装施工中存在一定安全隐患及其风险,而且材料需要量一定不会少。且在钢结构施工当中往往节点的处理工作很慢,而钢结构安装进度却很快,选取隔层反复拆除使用需要大量的材料进行不断搭设操作平台,更何况操作平台的搭设也需要在保护母材的前提下进行拆除,对于切除焊点位置需要打磨除锈处理→涂装处理很麻烦,最终所用材料重复切割尺寸会变短,几乎无法重复多次使用,只能废旧处理;1. Use the external ladder to reach the installation position of the platform steel beam from the ground, and then build the construction operation platform at the installation node position by welding the steel structure material according to the site conditions, so as to carry out the bolt welding operation at the installation port position. This method uses angle steel, steel pipe, steel plate and its wooden springboard to build the operation platform. The installation of the operation platform itself has certain safety hazards and risks in the high-altitude installation and construction on site, and the required amount of materials must not be small. Moreover, in the construction of steel structures, the processing of joints is often very slow, while the progress of steel structure installation is very fast. It takes a lot of materials to continuously build the operation platform after selecting and dismantling the interlayer repeatedly, not to mention the construction of the operation platform. The demolition is carried out under the premise of the material, and the position of the removed solder joint needs to be polished and derusted → the coating process is very troublesome, and the size of the final material used will be shortened after repeated cutting, which is almost impossible to reuse and can only be discarded;
2、利用作业吊车吊装吊笼的方式进行安装口位置的栓焊作业。这种方法楼板承受力需要满足吊车动荷载要求,对于一些特殊工程环境的楼层设计原本就没有考虑到吊车动荷载承载力所产生的因素;2. Use the working crane to hoist the cage to carry out the bolt welding operation at the position of the installation port. In this method, the bearing capacity of the floor slab needs to meet the requirements of the dynamic load of the crane. For some special engineering environments, the floor design does not take into account the factors caused by the dynamic load bearing capacity of the crane;
3、利用登高车定位顶升吊笼方式进行安装口位置的栓焊作业。这种方法也存在楼板承受力需要满足登高车动荷载要求,对于一些特殊工程环境楼层设计原本就没有考虑到登高车动荷载承载力因素,登高车也是无法使用。即使荷载能够满足施工要求,对于一些特殊区域登高车的最大顶升高度及位置也是无法达到;3. Use the climbing car to position and lift the cage to carry out the bolt welding operation at the position of the installation port. In this method, the bearing capacity of the floor needs to meet the dynamic load requirements of the climbing vehicle. For some special engineering environments, the floor design does not take into account the dynamic load bearing capacity of the climbing vehicle, and the climbing vehicle cannot be used. Even if the load can meet the construction requirements, the maximum lifting height and position of the climbing car in some special areas cannot be achieved;
4、利用钢管搭设脚手架操作平台的方法进行安装口位置的栓焊作业。这种方法搭设钢结构管脚手架来完成施工任务,本身受到高度及安全的施工限制要求,施工存在一定安全风险。脚手架均需要搭设也需要拆除,而且是定点唯一搭设,工程量极大,成本高且不经济;4. Use steel pipes to set up scaffolding operation platforms to carry out bolt welding operations at the installation ports. This method sets up steel structure pipe scaffolding to complete the construction task, which is subject to height and safety construction restrictions, and there are certain safety risks in construction. Scaffolding needs to be erected and dismantled, and it is the only erection at a fixed point, with a huge amount of work, high cost and uneconomical;
5、利用活动脚手架定位搭设操作平台进行安装口位置的栓焊作业。虽然该方案可以解决一些低层节点的施工难题,但搭设活动脚手架存在三点难题是不可忽略:其一搭设活动脚手架在施工高度方面是有一定限制的,对于超过规范限制的高度是无法满足施工的;其二搭设活动脚手架本身施工存在一定安全隐患及风险,也受到安全的施工限制;其三搭设活动脚手架作业环境是地面平整且有一定的荷载要求,而通常钢结构框架是先于楼板平台施工,这样活动脚手架就不能逐层到位,施工受到一定限制,这种方案需要根据现场实际情况妥善选取;5. Use the movable scaffold to locate and set up the operation platform to carry out the bolt welding operation at the position of the installation port. Although this scheme can solve the construction problems of some low-rise nodes, there are three problems in erecting movable scaffolding that cannot be ignored: firstly, there is a certain limit on the construction height of erecting movable scaffolding, which cannot meet the construction requirements for heights exceeding the standard limit ; Second, there are certain safety hazards and risks in the construction of the movable scaffold itself, and it is also subject to safety construction restrictions; third, the operating environment of the movable scaffold is that the ground is flat and has certain load requirements, and usually the steel structure frame is constructed before the floor platform , so that the movable scaffolding cannot be put in place layer by layer, and the construction is subject to certain restrictions. This kind of scheme needs to be properly selected according to the actual situation on site;
发明内容Contents of the invention
本发明旨在解决上述高层钢结构框架钢柱安装施工操作平台存在的问题,而提供一种简单、实用、安装方便、支撑结构稳固且可降低施工成本的操作平台。The present invention aims to solve the problems existing in the installation and construction operation platform of the steel column of the high-rise steel structure frame, and provides a simple, practical, convenient installation, stable support structure and low construction cost operation platform.
一种用于高层框架钢结构可调节移动式操作平台,包括围绕钢柱体的平台框架,平台框架上表面铺设平台钢铺板;平台框架边缘设有立柱以及横栏;平台框架底部与钢柱体间设有斜支撑梁;斜支撑梁底端通过连接件一和螺栓与钢柱体固接,斜支撑梁顶端通过连接件二和螺栓与平台框架底部固接;平台框架四周中的一侧设有预留开口,预留开口上表面铺设有活动铺板,预留开口两侧立柱间设可拆卸挂链。An adjustable mobile operating platform for high-rise frame steel structures, including a platform frame surrounding a steel column, platform steel decking is laid on the upper surface of the platform frame; columns and horizontal rails are arranged on the edge of the platform frame; the bottom of the platform frame and the steel column There is an oblique support beam between them; the bottom end of the oblique support beam is fixed to the steel column through connector 1 and bolts, and the top of the oblique support beam is fixed to the bottom of the platform frame through connector 2 and bolts; one side of the platform frame is set There is a reserved opening, the upper surface of the reserved opening is laid with movable planks, and detachable hanging chains are arranged between the columns on both sides of the reserved opening.
该方案采用三角支撑结构,使用最少的材料达到最好的支撑效果,平台一侧预留开口,方便后续的吊装工作。The scheme adopts a triangular support structure, using the least material to achieve the best support effect, and an opening is reserved on one side of the platform to facilitate subsequent hoisting work.
上述操作平台的施工方法,其施工步骤是:The construction method of above-mentioned operating platform, its construction steps are:
第1步,参照钢柱体拟安装位上的尺寸,在地面预制平台框架,在四个侧面其中一侧设预留开口;Step 1: Prefabricate the platform frame on the ground with reference to the size of the intended installation position of the steel column, and set a reserved opening on one of the four sides;
第2步,在平台框架四周架设立柱,平台框架表面铺设钢铺板,预留开口表面铺设活动铺板,立柱上设横栏保护,预留开口两侧的立柱间安装可拆卸挂链;The second step is to set up columns around the platform frame, lay steel planks on the surface of the platform frame, lay movable planks on the surface of the reserved opening, set up horizontal rails on the columns for protection, and install detachable chains between the columns on both sides of the reserved opening;
第3步,在平台框架边缘底部固接连接件二,用螺栓将斜支撑梁顶端固定;Step 3: Fix the second connecting piece at the bottom of the edge of the platform frame, and fix the top of the inclined support beam with bolts;
第4步,从预留开口方向安装起重机,利用起重机将操作平台起吊至拟安装钢柱体的牛腿上;Step 4, install the crane from the direction of the reserved opening, and use the crane to lift the operating platform to the corbel where the steel column is to be installed;
第5步,施工人员确定好安装位置,在钢柱体表面斜支撑的下端对应的位置上固接连接件一并以螺栓将斜支撑固定;In step 5, the construction personnel determine the installation position, fix the connecting piece at the position corresponding to the lower end of the oblique support on the surface of the steel column, and fix the oblique support with bolts;
第6步,平台安装就位后便将活动铺板放回原处并做固定,最后将平台可拆卸挂链连接起来,保证整个操作平台四周闭合。Step 6: After the platform is installed in place, put the movable planks back to the original place and fix them. Finally, connect the platform with detachable hanging chains to ensure that the entire operation platform is closed.
此方法在地面完成操作平台的搭建,施工方便,能保证精度。斜支撑梁安装方便,考虑到了后续吊装设备的安装工作,安全可靠。This method completes the construction of the operation platform on the ground, which is convenient for construction and can ensure accuracy. The oblique support beam is easy to install, taking into account the installation work of subsequent hoisting equipment, and is safe and reliable.
附图说明Description of drawings
图1为平台框架结构图;Figure 1 is a structural diagram of the platform frame;
图2为操作平台俯角图;Figure 2 is a depression angle view of the operating platform;
图3为图2中的A向视角图;Fig. 3 is a perspective view of direction A in Fig. 2;
图4为操作平台与钢柱体结合态示意图。Fig. 4 is a schematic diagram of the combined state of the operation platform and the steel column.
图中:钢柱体1、牛腿2、平台框架3、预留开口4、活动铺板5、平台钢铺板6、立柱7、横栏8、可拆卸挂链9、连接件一10、斜支撑梁11、连接件二12。In the figure: steel column 1, corbel 2, platform frame 3, reserved opening 4, movable plank 5, platform steel plank 6, column 7, horizontal rail 8, detachable hanging chain 9, connector 10, oblique support Beam 11, connector two 12.
具体实施方式detailed description
下面结合附图对本发明具体说明,如图1-4所示的一种用于高层框架钢结构可调节移动式操作平台,包括围绕钢柱体1的平台框架3,平台框架3上表面铺设平台钢铺板4;平台框架3边缘设有立柱7以及横栏8;平台框架3底部与钢柱体1间设有斜支撑梁11;斜支撑梁11底端通过连接件一10和螺栓与钢柱体1固接,斜支撑梁11顶端通过连接件二12和螺栓与平台框架3底部固接;平台框架3四周中的一侧设有预留开口4,预留开口4上表面铺设有活动铺板5,预留开口4两侧立柱间设可拆卸挂链9。Below in conjunction with accompanying drawing, the present invention is described in detail, a kind of adjustable mobile operating platform for high-rise frame steel structure as shown in Figure 1-4, comprises the platform frame 3 around steel column body 1, and platform frame 3 upper surface lays a platform Steel decking 4; the edge of the platform frame 3 is provided with upright columns 7 and cross rails 8; the bottom of the platform frame 3 and the steel column 1 is provided with an oblique support beam 11; The body 1 is fixed, and the top of the inclined support beam 11 is fixed to the bottom of the platform frame 3 through the connector 2 12 and bolts; one side of the platform frame 3 is provided with a reserved opening 4, and the upper surface of the reserved opening 4 is laid with a movable plank 5. A detachable hanging chain 9 is set between the columns on both sides of the reserved opening 4 .
操作平台底部平台框架3安装在钢柱体1连接节点处的牛腿2上,牛腿2为操作平台提供部分承托力。每个牛腿2的两侧各设一斜支撑梁11进行加固,使平台框架3与钢柱体1之间形成三角受力结构。如果节点处实在没有牛腿可以作业为吊装的支撑,可以加设几根斜支撑梁保证操作平台的受力。The platform frame 3 at the bottom of the operation platform is installed on the corbel 2 at the connection node of the steel column 1, and the corbel 2 provides part of the supporting force for the operation platform. An oblique support beam 11 is arranged on both sides of each corbel 2 for reinforcement, so that a triangular force-bearing structure is formed between the platform frame 3 and the steel column 1 . If there is really no corbel at the node that can be used as a support for hoisting, several inclined support beams can be added to ensure the force of the operating platform.
本操作平台全钢结构制造,预留安装吊装设备的开口,方便操作。预留开口4位置设活动铺板5、可拆卸挂链9,这些结构可以在完成操作平台固定后恢复平台整体的完整。The operation platform is made of all-steel structure, and the opening for installing hoisting equipment is reserved for easy operation. Reserving the opening 4 positions to set movable planks 5 and detachable hanging chains 9, these structures can recover the completeness of the platform after completing the fixing of the operating platform.
本发明所述用于高层框架钢结构可调节移动式操作平台的施工方法:The construction method for the adjustable mobile operating platform of the high-rise frame steel structure described in the present invention:
第1步,参照钢柱体1拟安装位上的尺寸,在地面预制平台框架3,在四个侧面其中一侧设预留开口4。Step 1: Prefabricate the platform frame 3 on the ground with reference to the size of the intended installation position of the steel column body 1, and set a reserved opening 4 on one of the four sides.
第2步,在平台框架3四周架设立柱7,平台框架3表面铺设平台钢铺板6,预留开口4表面铺设活动铺板5,立柱7上设横栏5保护,预留开口4两侧的立柱7间安装可拆卸挂链9。Step 2: set up pillars 7 around the platform frame 3, lay platform steel planks 6 on the surface of the platform frame 3, lay movable planks 5 on the surface of the reserved opening 4, set up horizontal bars 5 on the pillars 7 for protection, and reserve the pillars on both sides of the opening 4 7 detachable hanging chains 9 are installed.
第3步,在平台框架3边缘底部固接连接件二12,用螺栓将斜支撑梁11顶端固定。In the third step, the connecting piece 2 12 is fixed at the edge bottom of the platform frame 3, and the top of the inclined support beam 11 is fixed with bolts.
第4步,从预留开口4方向安装起重机,利用起重机将操作平台起吊至拟安装钢柱体1的牛腿2上。Step 4, install the crane from the direction of the reserved opening 4, and use the crane to lift the operating platform to the corbel 2 of the steel column 1 to be installed.
第5步,施工人员确定好安装位置,在钢柱体1表面斜支撑梁的底端对应的位置上固接连接件一10并以螺栓将斜支撑梁11底端固定。In step 5, the construction personnel determine the installation position, fix the connecting piece 10 at the position corresponding to the bottom end of the inclined support beam on the surface of the steel column 1, and fix the bottom end of the inclined support beam 11 with bolts.
第6步;平台安装就位后便将活动铺板5放回原处并做固定,最后将平台可拆卸挂链9连接起来,保证整个操作平台四周闭合。Step 6: After the platform is installed in place, the movable plank 5 is put back and fixed, and finally the platform detachable hanging chain 9 is connected to ensure that the entire operation platform is closed around.
安装施工完毕后按上述第6步至第2步的顺序反向操作,拆移操作平台于地面。按照此方便可连续为多个钢柱体对接节点提供操作平台。After the installation and construction are completed, operate in reverse order from step 6 to step 2 above, and remove the operation platform on the ground. According to this convenience, an operation platform can be continuously provided for multiple steel column butt joint nodes.
所述可调节移动式操作平台设置在高层钢结构框架柱安装对接口下1.2米处,目的是施工人员提供安全可靠的作业平台,让工作人员在平台上进行框架柱上进行钢柱安装口对口调整、焊接、打磨及检测等工作。根据钢柱不同部位置的变化适当通过调节平台的连接板来满足施工要求;钢柱在加工厂出场前安排在安装接口向下某位置的三侧面焊接安装使用的连接板一。The adjustable mobile operation platform is set at 1.2 meters below the installation interface of high-rise steel structure frame columns. Adjustment, welding, grinding and testing work. According to the change of the position of different parts of the steel column, the connecting plate of the platform is properly adjusted to meet the construction requirements; the steel column is arranged to be welded and installed on the three sides of the installation interface at a certain position downward before the steel column leaves the factory.
本工程要求操作平台为3.6m,宽度3.4m,平台自重为471kg,可满足同时4名施工人员同时施工作业,每人按照重量80kg进行计算考虑。当然根据不同类型的工程可设计可调节移动式操作平台,即需要将连接点由原刚节点设计成铰接点,且通过不同位置的栓接孔位变更长宽度尺寸,如此施工工况的扩展,它的适应范围将更为广泛。This project requires an operating platform of 3.6m, a width of 3.4m, and a self-weight of 471kg, which can satisfy 4 construction workers working at the same time, and each person is calculated according to the weight of 80kg. Of course, adjustable mobile operating platforms can be designed according to different types of projects, that is, the connection points need to be designed from the original rigid nodes to hinge points, and the length and width dimensions can be changed through bolted holes at different positions. In this way, the expansion of construction conditions, Its scope of adaptation will be wider.
本可调节移动式操作平台在高层钢结构箱型、十字框架柱安装过程中相比传统方法更具有施工方便、操作灵活,简单易动,可根据工程实际情况单独应用,比传统施工方法更能保证结构施工进度,大大节省施工措施材料的费用,且可高效优质完成施工任务。当然根据不同类型的工程可设计不同结构的操作平台,通过不同截面情况计算变更跨度尺寸,如此施工工况的扩展,它的适应范围将更为广泛。Compared with traditional methods, this adjustable mobile operation platform is more convenient in construction, flexible in operation, simple and easy to move in the installation process of high-rise steel structure box type and cross frame columns. Ensure the construction progress of the structure, greatly save the cost of construction measures and materials, and complete the construction tasks with high efficiency and high quality. Of course, operating platforms with different structures can be designed according to different types of projects, and the span size can be changed by calculating and changing the different cross-section conditions. With the expansion of construction conditions, its scope of application will be wider.
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108118884A (en) * | 2018-02-24 | 2018-06-05 | 上海宝钢工程咨询有限公司 | A kind of Super High grid operations platform and preparation method thereof |
| CN111591890A (en) * | 2020-04-15 | 2020-08-28 | 上海建工四建集团有限公司 | Hoisting and sizing traction platform for large-span frame structure prefabricated slab |
| CN112878654A (en) * | 2019-11-29 | 2021-06-01 | 中冶(上海)钢结构科技有限公司 | Building method of corridor type safe operation platform for installing core tube steel rib column |
| CN113882647A (en) * | 2021-10-18 | 2022-01-04 | 中国建筑第八工程局有限公司 | Autonomous climbing operation platform and construction method thereof |
| CN114892939A (en) * | 2022-07-01 | 2022-08-12 | 中国建筑第二工程局有限公司 | Steel construction installation operation platform |
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| CN201486120U (en) * | 2009-04-15 | 2010-05-26 | 中国十七冶建设有限公司 | Detachable steel column connecting construction operation platform |
| CN103470046A (en) * | 2013-09-23 | 2013-12-25 | 中国建筑第二工程局有限公司 | Concrete pouring device and method for ultrahigh steel pipe concrete column by using conduit method |
| CN203654693U (en) * | 2013-12-17 | 2014-06-18 | 中建一局集团第五建筑有限公司 | Protective sleeve basket used during assembling and welding of box steel column |
| CN107035130A (en) * | 2017-06-05 | 2017-08-11 | 中国建筑第二工程局有限公司 | Single-upright-column high-altitude operation platform and cantilever platform |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN201486120U (en) * | 2009-04-15 | 2010-05-26 | 中国十七冶建设有限公司 | Detachable steel column connecting construction operation platform |
| CN103470046A (en) * | 2013-09-23 | 2013-12-25 | 中国建筑第二工程局有限公司 | Concrete pouring device and method for ultrahigh steel pipe concrete column by using conduit method |
| CN203654693U (en) * | 2013-12-17 | 2014-06-18 | 中建一局集团第五建筑有限公司 | Protective sleeve basket used during assembling and welding of box steel column |
| CN107035130A (en) * | 2017-06-05 | 2017-08-11 | 中国建筑第二工程局有限公司 | Single-upright-column high-altitude operation platform and cantilever platform |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108118884A (en) * | 2018-02-24 | 2018-06-05 | 上海宝钢工程咨询有限公司 | A kind of Super High grid operations platform and preparation method thereof |
| CN112878654A (en) * | 2019-11-29 | 2021-06-01 | 中冶(上海)钢结构科技有限公司 | Building method of corridor type safe operation platform for installing core tube steel rib column |
| CN111591890A (en) * | 2020-04-15 | 2020-08-28 | 上海建工四建集团有限公司 | Hoisting and sizing traction platform for large-span frame structure prefabricated slab |
| CN113882647A (en) * | 2021-10-18 | 2022-01-04 | 中国建筑第八工程局有限公司 | Autonomous climbing operation platform and construction method thereof |
| CN113882647B (en) * | 2021-10-18 | 2023-07-25 | 中国建筑第八工程局有限公司 | Autonomous climbing operation platform and construction method thereof |
| CN114892939A (en) * | 2022-07-01 | 2022-08-12 | 中国建筑第二工程局有限公司 | Steel construction installation operation platform |
| CN114892939B (en) * | 2022-07-01 | 2023-08-22 | 中国建筑第二工程局有限公司 | Steel construction installation operation platform |
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Application publication date: 20180109 |