CN211971577U - Tower crane system - Google Patents
Tower crane system Download PDFInfo
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- CN211971577U CN211971577U CN202020174202.9U CN202020174202U CN211971577U CN 211971577 U CN211971577 U CN 211971577U CN 202020174202 U CN202020174202 U CN 202020174202U CN 211971577 U CN211971577 U CN 211971577U
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Abstract
本实用新型涉及建筑机械领域,提供了一种塔式起重机系统。该塔式起重机系统包括:塔式起重机本体、悬臂式行吊、第一操作平台、第二操作平台和第二起重葫芦。悬臂式行吊的第一起重葫芦用于吊拉附着杆,第二起重葫芦用于下放附着杆。通过这两个起重葫芦的配合,将附着杆从建筑结构中拉出,并且第一起重葫芦还可以将附着杆向塔式起重机本体的吊钩运送。第一操作平台可以作为施工人员将附着杆从悬臂式行吊上解除并将其安装至吊钩的工作平台。第二操作平台作为施工人员将附着杆从塔式起重机本体上拆下并安装至第一起重葫芦和吊钩的工作平台。本实用新型的目的在于降低拆除附着杆的难度和安全风险。
The utility model relates to the field of construction machinery and provides a tower crane system. The tower crane system includes: a tower crane body, a cantilever crane, a first operating platform, a second operating platform and a second hoist. The first hoist of the cantilever crane is used to lift the attachment rod, and the second hoist is used to lower the attachment rod. Through the cooperation of the two hoists, the attachment rod is pulled out from the building structure, and the first hoist can also transport the attachment rod to the hook of the tower crane body. The first operating platform can be used as a work platform for construction workers to release the attachment bar from the cantilever hoist and install it to the hook. The second operating platform serves as a working platform for construction workers to remove the attachment rod from the tower crane body and install it to the first hoist and hook. The purpose of the utility model is to reduce the difficulty and safety risk of removing the attachment rod.
Description
技术领域technical field
本实用新型涉及建筑机械领域,具体涉及一种塔式起重机系统。The utility model relates to the field of construction machinery, in particular to a tower crane system.
背景技术Background technique
当塔式起重机需使用高度超过其最大独立高度时,进一步提升塔机高度前,为避免塔式起重机倒塌,施工人员会通过附着杆将塔式起重机连接到建筑结构上。但是拆除塔式起重机的附着杆是一项危险性较大的作业。目前绝大多数塔式起重机的附着杆的拆除都是依靠塔式起重机自身作为辅助起重设备来拆卸附着杆。传统的拆除方法具有如下缺陷:When the height of the tower crane exceeds its maximum independent height, before further raising the height of the tower crane, in order to avoid the collapse of the tower crane, the construction personnel will connect the tower crane to the building structure through the attachment rod. But removing the attachment pole of a tower crane is a dangerous operation. At present, the removal of the attachment rod of most tower cranes relies on the tower crane itself as an auxiliary lifting device to remove the attachment rod. Traditional dismantling methods have the following drawbacks:
(1)塔式起重机上部的回转受到限制。在拆除附着杆前,塔式起重机需要降低自身高度至低于所附着建筑结构的高度,因此限制了塔式起重机上部的回转。(1) The rotation of the upper part of the tower crane is limited. Before removing the attachment rod, the tower crane needs to lower itself below the height of the attached building structure, thus limiting the slewing of the upper part of the tower crane.
(2)当附着杆较长时,难以拆卸且安全风险大。塔式起重机自身拆卸附着杆件时,必须需要斜拉斜拽附着杆。但是当附着杆较长,附着杆自重较大,或者附着杆一端伸入建筑结构内较深时,仅依靠塔机自身拆卸附着杆件就变得尤为困难且安全风险很大。(2) When the attachment rod is long, it is difficult to disassemble and the safety risk is high. When the tower crane itself dismantles the attachment rod, it is necessary to pull the attachment rod obliquely. However, when the attachment rod is long, the self-weight of the attachment rod is large, or one end of the attachment rod protrudes deeply into the building structure, it becomes particularly difficult to disassemble the attachment rod only by the tower crane itself, and the safety risk is great.
(3)可能损坏玻璃幕墙。当塔式起重机拆卸深入到超高建筑结构中的附着杆时,建筑结构一侧附着点位置的玻璃幕墙往往已经完成安装,仅在附着点预留一个狭窄的洞口。如果仅用塔式起重机自身斜拉斜吊来拆卸附着杆时,难以保证附着杆移出洞口时不损坏幕墙玻璃。(3) May damage the glass curtain wall. When the tower crane removes the attachment rod deep into the super high building structure, the glass curtain wall at the attachment point on one side of the building structure is usually installed, and only a narrow opening is reserved at the attachment point. It is difficult to ensure that the curtain wall glass will not be damaged when the attachment rod is moved out of the hole if only the tower crane itself is used to remove the attachment rod.
实用新型内容Utility model content
为了降低拆除附着杆的难度和安全风险,本实用新型提供了一种塔式起重机系统。In order to reduce the difficulty and safety risk of removing the attachment rod, the utility model provides a tower crane system.
上述塔式起重机系统,包括:塔式起重机本体,塔式起重机本体包括套架、可吊装附着杆的吊钩和竖向依次连接的多个标准节;悬臂式行吊,悬臂式行吊连接至套架,悬臂式行吊包括轨道梁、第一起重葫芦和至少一根支撑臂,支撑臂的一端与套架连接,另一端向与附着杆连接的建筑结构延伸且连接有轨道梁,第一起重葫芦与轨道梁连接,第一起重葫芦可沿轨道梁向靠近或远离吊钩的方向移动,第一起重葫芦用于吊升附着杆;第一操作平台,第一操作平台与套架连接,第一操作平台用于承载施工人员,以使施工人员可以将附着杆从第一起重葫芦上解除并将其安装至吊钩;第二操作平台,第二操作平台与一个标准节可拆卸连接,第二操作平台用于承载施工人员,以使施工人员可以将附着杆从一个标准节上拆下并安装至第一起重葫芦,以及使施工人员可以将附着杆从第一起重葫芦上解除并将其安装至吊钩;第二起重葫芦,第二起重葫芦用于安装至建筑结构,并且第二起重葫芦用于吊放附着杆。The above-mentioned tower crane system includes: a tower crane body, the tower crane body includes a frame, a hook capable of hoisting an attachment rod, and a plurality of standard sections connected vertically in sequence; a cantilever crane connected to the A set frame, a cantilever type crane includes a track beam, a first hoist and at least one support arm. One end of the support arm is connected with the set frame, and the other end extends to the building structure connected with the attachment rod and is connected with the track beam. The heavy hoist is connected with the track beam, the first hoist can move along the track beam toward or away from the hook, the first hoist is used to lift the attachment rod; the first operating platform, the first operating platform is connected with the sleeve frame, The first operating platform is used to carry the construction personnel, so that the construction personnel can release the attachment rod from the first hoist and install it to the hook; the second operating platform, the second operating platform is detachably connected with a standard section, The second operating platform is used to carry the construction personnel so that the construction personnel can remove the attachment rod from a standard section and install it to the first hoist, as well as allow the construction personnel to release the attachment rod from the first hoist hoist and install it. It is mounted to the hook; the second hoist, the second hoist is used for mounting to the building structure, and the second hoist is used for hoisting the attachment rod.
根据本实用新型的一个实施例,还包括第三起重葫芦,第三起重葫芦与附着杆连接至相同的标准节,第三起重葫芦的安装位置高于第二操作平台,第三起重葫芦用于吊拉附着杆。According to an embodiment of the present invention, it further includes a third hoist, the third hoist and the attachment rod are connected to the same standard section, the installation position of the third hoist is higher than the second operating platform, and the third hoist is connected to the same standard section as the attachment rod. The heavy hoist is used to lift the attachment rod.
根据本实用新型的一个实施例,第一操作平台设有第一缆风绳,第一缆风绳可以用于连接附着杆。According to an embodiment of the present invention, the first operating platform is provided with a first cable wind rope, and the first cable wind rope can be used to connect the attachment rod.
根据本实用新型的一个实施例,第二操作平台设有第二缆风绳,第二缆风绳可以用于连接附着杆。According to an embodiment of the present invention, the second operating platform is provided with a second cable wind rope, and the second cable wind rope can be used to connect the attachment rod.
根据本实用新型的一个实施例,还包括第三操作平台,第三操作平台与套架连接,并且第三操作平台位于第一操作平台下方,第三操作平台用于承载施工人员,以使施工人员可以将附着杆从第一起重葫芦拆下并安装至吊钩。According to an embodiment of the present invention, it further includes a third operation platform, the third operation platform is connected with the sleeve, and the third operation platform is located under the first operation platform, and the third operation platform is used for carrying construction personnel, so that the construction Personnel can remove the attachment bar from the first hoist and install it to the hook.
根据本实用新型的一个实施例,第三操作平台设有第三缆风绳,第三缆风绳可以用于连接附着杆。According to an embodiment of the present invention, the third operating platform is provided with a third cable wind rope, and the third cable wind rope can be used to connect the attachment rod.
根据本实用新型的一个实施例,悬臂式行吊还包括至少一个斜撑和至少一个斜拉索,支撑臂通过销轴连接至套架,至少一个斜撑对应的支撑至少一个支撑臂,至少一个斜拉索对应的吊拉至少一个支撑臂。According to an embodiment of the present invention, the cantilever type crane further includes at least one diagonal bracing and at least one diagonal stay cable, the supporting arm is connected to the sleeve frame through a pin shaft, and the at least one diagonal bracing correspondingly supports at least one supporting arm, at least one At least one support arm is hoisted correspondingly to the stay cable.
根据本实用新型的一个实施例,轨道梁的两端均设有限位板。According to an embodiment of the present invention, both ends of the track beam are provided with limit plates.
本申请实施例提供的上述技术方案与现有技术相比具有如下优点:Compared with the prior art, the above-mentioned technical solutions provided in the embodiments of the present application have the following advantages:
可以将第一起重葫芦和第二起重葫芦分别连接至附着杆,然后分别解除附着杆与建筑结构和标准节的连接。然后第一起重葫芦上拉附着杆,同时第二起重葫芦下放附着杆,直到附着杆从建筑物中拉出。通过这两个起重葫芦的配合,附着杆可以安全高效的从建筑物中拆除。第一起重葫芦还可以带动附着杆向吊钩移动,以方便附着杆安全高效的连接至吊钩,避免吊钩斜拉斜吊附着杆,也避免了塔式起重机违章作业。第一操作平台用于承载施工人员,以使施工人员可以将附着杆从第一起重葫芦上解除并将其安装至吊钩。第二操作平台用于承载施工人员,以使施工人员将附着杆从一个标准节上拆下并安装至第一起重葫芦,以及使施工人员可以将附着杆从第一起重葫芦上解除并将其安装至吊钩。因此本实用新型的塔式起重机系统及其附着杆的拆除方法可以降低拆除附着杆的难度和安全风险。The first hoist and the second hoist can be connected to the attachment rods, respectively, and then the attachment rods can be disconnected from the building structure and the standard section, respectively. The first hoist then pulls the attachment rod up, while the second hoist lowers the attachment rod until the attachment rod is pulled out of the building. With the cooperation of these two hoists, the attachment rod can be removed from the building safely and efficiently. The first weight hoist can also drive the attachment rod to move toward the hook, so that the attachment rod can be connected to the hook safely and efficiently, so as to avoid the hook pulling the attachment rod and avoid the illegal operation of the tower crane. The first operating platform is used to carry construction personnel so that the construction personnel can release the attachment bar from the first hoist and install it to the hook. The second operating platform is used to carry the construction personnel to allow the construction personnel to remove the attachment rod from a standard section and install it to the first hoist, as well as to allow the construction personnel to release the attachment rod from the first hoist and install it. Install to hook. Therefore, the tower crane system and the method for removing the attachment rod of the present invention can reduce the difficulty and safety risk of removing the attachment rod.
附图说明Description of drawings
图1是本实用新型一实施方式中附着杆连接的示意图;Fig. 1 is the schematic diagram of attachment rod connection in one embodiment of the present utility model;
图2是本实用新型一实施方式中悬臂式行吊的侧视图示意图;2 is a schematic side view of a cantilever type crane in an embodiment of the present invention;
图3是本实用新型一实施方式中悬臂式行吊的主视图示意图;3 is a schematic front view of a cantilever type crane in an embodiment of the present invention;
图4是本实用新型一实施方式中附着杆连接的局部示意图;4 is a partial schematic view of the attachment rod connection in an embodiment of the present invention;
图5是本实用新型一实施方式中第一起重葫芦、第二起重葫芦和第三起重葫芦分别连接至附着杆的局部示意图;Fig. 5 is a partial schematic diagram of the first hoist, the second hoist and the third hoist connected to the attachment rod respectively in an embodiment of the present invention;
图6是本实用新型一实施方式中吊拉附着杆的局部示意图;FIG. 6 is a partial schematic diagram of a hanging and pulling attachment rod in an embodiment of the present utility model;
图7是本实用新型又一实施方式中吊拉附着杆的局部示意图;Fig. 7 is the partial schematic diagram of hanging and pulling the attachment rod in another embodiment of the present utility model;
图8是本实用新型又一实施方式中吊拉附着杆的局部示意图;FIG. 8 is a partial schematic diagram of a hanging and pulling attachment rod in another embodiment of the present invention;
图9是本实用新型一实施方式中第一起重葫芦向吊钩移动的局部示意图;9 is a partial schematic view of the first hoist moving toward the hook in an embodiment of the present invention;
图10是本实用新型一实施方式中附着杆与吊钩连接的局部示意图;10 is a partial schematic view of the connection between the attachment rod and the hook in an embodiment of the present utility model;
图11是本实用新型一实施方式中吊钩吊拉附着杆的示意图;11 is a schematic diagram of a hook hanging and pulling an attachment rod in an embodiment of the present utility model;
图12是本实用新型又一实施方式中吊钩吊拉附着杆的示意图。Fig. 12 is a schematic diagram of the hook hanging and pulling the attachment rod in another embodiment of the present invention.
附图标记:Reference number:
10、塔式起重机本体;102、套架;104标准节;12、悬臂式行吊;121、轨道梁;122、支撑臂;123、第一起重葫芦;124、斜撑杆;125、斜拉索;14、第一操作平台;16、第二操作平台;18、第二起重葫芦;20、第三起重葫芦;22、第三操作平台。10. Tower crane body; 102. Set frame; 104 Standard section; 12. Cantilever crane; 121. Track beam; 122. Support arm; 123. The first hoist; cable; 14, the first operating platform; 16, the second operating platform; 18, the second hoist; 20, the third hoist; 22, the third operating platform.
具体实施方式Detailed ways
为了能够更清楚地理解本实用新型的上述目的、特征和优点,下面结合附图和实施例对本实用新型作进一步的详细说明。可以理解的是,所描述的实施例是本实用新型的一部分实施例,而不是全部的实施例。此处所描述的具体实施例仅仅用于解释本实用新型,而非对本实用新型的限定。基于所描述的本实用新型的实施例,本领域普通技术人员所获得的所有其他实施例,都属于本实用新型保护的范围。In order to be able to understand the above-mentioned objects, features and advantages of the present invention more clearly, the present invention will be further described in detail below with reference to the accompanying drawings and embodiments. It is to be understood that the described embodiments are some, but not all, embodiments of the present invention. The specific embodiments described herein are only used to explain the present invention, but not to limit the present invention. Based on the described embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art fall within the protection scope of the present invention.
如图1所示,在本实用新型的一个实施例中,塔式起重机系统包括塔式起重机本体10。塔式起重机本体10是包括套架102、多个标准节104和吊钩。这些标准节104竖向依次连接,套架102可以沿着这些标准节104竖向移动,例如:套架102沿着这些标准节104向上爬升。需要说明的是,塔式起重机本体10是本领域公知的设备,其具体结构与操作方法是本领域技术人员已知的(例如:套架102与标准节104的具体结构与连接方式、吊钩与起重臂的配合方式等),本领域技术人员有能力了解和实现,本实用新型在此不再赘述。As shown in FIG. 1 , in one embodiment of the present invention, the tower crane system includes a
在本实用新型一个实施例中,塔式起重机系统包括悬臂式行吊12。悬臂式行吊12包括轨道梁121、第一起重葫芦123和至少一根支撑臂122。In one embodiment of the present invention, the tower crane system includes a
如图2至图3所示,在本实施例中,支撑臂122的一端连接至套架102,并且支撑臂122的另一端向附着杆所连接的建筑结构延伸(或者说,支撑臂122与附着杆位于塔式起重机本体10的同一侧)。支撑臂122的另一端与轨道梁121连接(例如焊接或者通过销轴连接)。支撑臂122下方可以设置斜撑杆124,斜撑杆124的一端连接至套架102,另一端连接至支撑臂122。斜撑杆124可以起到辅助支撑的作用,使得支撑臂122可以承受更大的拉力。支撑臂122上方可以设置斜拉索125,斜拉索125的一端连接至套架102,另一端连接至支撑臂122。斜拉索125可以起到辅助支撑的作用,使得支撑臂122可以承受更大的拉力。当然也可以通过设置多个斜撑杆124来加强对支撑臂122的支撑作用。例如:斜撑杆124的数量为2个,这两个间隔的设置在套架102的同一高度上。As shown in FIG. 2 to FIG. 3 , in this embodiment, one end of the
如图2至图3所示,在本实施例中,轨道梁121朝向靠近吊钩的方向延伸。在一个优选的实施例中,轨道梁121可以分别连接至两个支撑臂122的另一端(即自由端),并且轨道梁121设置为水平延伸,以使得第一起重葫芦123可以平稳移动。轨道梁121可以是由工字钢加工而成,因此可以承载较大的力。As shown in FIGS. 2 to 3 , in this embodiment, the
如图2至图3所示,在本实施例中,第一起重葫芦123连接至轨道梁121,第一起重葫芦123可以用于吊升(或向上吊拉)附着杆。第一起重葫芦123可以沿着轨道梁121来回移动。也就是说,第一起重葫芦123可以沿着轨道梁121向靠近吊钩的方向移动,也可以向远离吊钩的方向移动。轨道梁121的两端可以分别设有限位板,该限位板用于防止第一起重葫芦123滑脱。需要说明的是,第一起重葫芦123是本领域常见的起重葫芦,本领域技术人员了解其结构和操作方式,在此不再赘述。第一起重葫芦123优选为电动葫芦(电动葫芦上安装有可以使电动葫芦沿轨道梁121移动的滚轮)。As shown in FIGS. 2 to 3 , in this embodiment, the first hoist 123 is connected to the
在本实用新型的一个实施例中,塔式起重机系统还包括与套架102连接的第一操作平台14。第一操作平台14包括金属网片的底板和设置在底板上的围栏(围栏可以保护施工人员)。第一操作平台14可以作为承载施工人员的工作平台。借助该工作平台,施工人员可以将悬臂式行吊12安装至套架102,也可以在该工作平台上操纵第一起重葫芦的运行,例如:将被第一起重葫芦123拉升的附着杆连接至吊钩,还可以解除第一起重葫芦123与附着杆的连接。另外,在第一操作平台14上可以设置第一缆风绳。在吊钩吊拉附着杆的过程中,第一缆风绳可以连接附着杆并进行张拉,避免附着杆来回晃动。In one embodiment of the present invention, the tower crane system further includes a
如图4至图8所示,在本实用新型的一个实施例中,塔式起重机系统还可以包括第二操作平台16。第二操作平台16包括金属网片的底板和设置在底板上的围栏(围栏可以保护施工人员)。第二操作平台16可拆卸的安装至与附着杆相连的标准节104上,并且第二操作平台16位于第一操作平台14的下方。第二操作平台16可以作为承载施工人员的工作平台。借助该工作平台,施工人员可以将附着杆从标准节104上解除并安装至第一起重葫芦123,也可以将被第一起重葫芦123拉升的附着杆连接至吊钩,还可以解除第一起重葫芦123与附着杆的连接。另外,在第二操作平台16上可以设置第二缆风绳,第二缆风绳可以连接附着杆并进行张拉,避免附着杆来回晃动。当然,第一缆风绳和第二缆风绳可以是相同的缆风绳。As shown in FIGS. 4 to 8 , in one embodiment of the present invention, the tower crane system may further include a
如图4至图8所示,在本实用新型的一个实施例中,塔式起重机系统还可以包括第二起重葫芦18。第二起重葫芦18安装至建筑结构,例如可以安装至附着杆附着点的上方或者下方。第二起重葫芦18可以吊放附着杆,并且可以配合第一起重葫芦123将附着杆吊拉并下放为竖直姿态。需要说明的是,第二起重葫芦18是本领域常见的起重葫芦,本领域技术人员了解其结构和操作方式,在此不再赘述。第二起重葫芦18优选为钢丝绳式手扳葫芦。As shown in FIGS. 4 to 8 , in one embodiment of the present invention, the tower crane system may further include a second hoist 18 . The second hoist 18 is mounted to the building structure, for example, above or below the attachment point of the attachment rod. The second hoist 18 can hoist the attachment rod, and can cooperate with the first hoist 123 to hoist and lower the attachment rod to a vertical posture. It should be noted that the second hoist 18 is a common hoist in the art, and those skilled in the art understand its structure and operation mode, and details are not described here. The second hoist 18 is preferably a wire rope type lever hoist.
如图11至图12所示,在本实用新型的一个实施例中,塔式起重机系统可以包括第三操作平台22。第三操作平台22包括金属网片的底板和设置在底板上的围栏(围栏可以保护施工人员)。第三操作平台22安装至套架102,并且位于第一操纵平台14下方。第三操作平台22可以作为承载施工人员的工作平台,借助该工作平台,施工人员可以将附着杆从第一起重葫芦123上解下并安装至塔式起重机本体10的吊钩。当然,塔式起重机系统也可以不设置第三操作平台22,施工人员可以直接借助第一操作平台14或者第二操作平台16将附着杆从第一起重葫芦123上解下并安装至塔式起重机本体10的吊钩。另外,在第三操作平台22上可以设置第三缆风绳。在吊钩吊拉附着杆的过程中,第三缆风绳可以连接附着杆并进行张拉,避免附着杆来回晃动。当然,第一缆风绳、第二缆风绳和第三揽风绳可以是相同的缆风绳。As shown in FIGS. 11 to 12 , in one embodiment of the present invention, the tower crane system may include a
如图4至图8所示,在本实用新型的一个实施例中,塔式起重机系统还可以包括第三起重葫芦20。第三起重葫芦20与第二操作平台16连接至同一个标准节104,第三起重葫芦20的安装位置高于第二操作平台16。第三起重葫芦20可以与第一起重葫芦123同时连接至附着杆并进行吊拉。第三起重葫芦20可以防止附着杆在解除与标准节104连接的过程中摇摆。当然,也可以不设置第三起重葫芦20,但需要在解除附着杆与标准节104连接时更加小心的控制附着杆的移动。需要说明的是,第三起重葫芦20是本领域常见的起重葫芦,本领域技术人员了解其结构和操作方式,在此不再赘述。第三起重葫芦20优选为倒链式手拉葫芦。As shown in FIGS. 4 to 8 , in one embodiment of the present invention, the tower crane system may further include a third hoist 20 . The third hoist 20 and the
下面结合图1至图12对附着杆的第一种拆除方法进行详细描述。The first method of removing the attachment rod will be described in detail below with reference to FIGS. 1 to 12 .
如图1所示,附着杆的一端连接至建筑结构,另一端连接至塔式起重机本体10的一个标准节104(具体来说,附着杆通过一个附着框连接至一个标准节)。As shown in FIG. 1 , one end of the attachment rod is connected to the building structure, and the other end is connected to a
第一步,如图4至图5所示,将第一起重葫芦123的钢丝绳下放至第二操作平台16,然后将其钢丝绳连接至附着杆,然后将附着杆与标准节104的连接解除。The first step, as shown in FIG. 4 to FIG. 5 , lowers the wire rope of the first hoist 123 to the
另外,当塔式起重机系统设置有第三起重葫芦20时,可以先将第三起重葫芦20的倒链放下并连接至附着杆,然后将第一起重葫芦123的钢丝绳连接至附着杆,然后再解除第三起重葫芦20与附着杆的连接。在附着杆与标准节104解除连接的过程中,第三起重葫芦20的倒链可以防止附着杆摆动。In addition, when the tower crane system is provided with the third hoist 20, the reverse chain of the third hoist 20 can be lowered and connected to the attachment rod first, and then the wire rope of the first hoist 123 can be connected to the attachment rod, Then, the connection between the third hoist 20 and the attachment rod is released. During the process of disconnecting the attachment rod from the
第二步,如图4至图5所示,将第二起重葫芦18的钢丝绳下放,然后将其钢丝绳连接至附着杆,然后将附着杆与建筑结构的连接解除。The second step, as shown in Figures 4 to 5, is to lower the wire rope of the second hoist 18, then connect its wire rope to the attachment rod, and then release the attachment rod from the building structure.
第三步,如图6所示,提升第一起重葫芦123的钢丝绳,并且同时下放第二起重葫芦18的钢丝绳,使得附着杆缓慢从建筑结构中移出。如图7所示,当附着杆完全从建筑结构中移出时,第一起重葫芦123停止提升。如图7至图8所示,然后继续下放第二起重葫芦18的钢丝绳,直至附着杆达到竖直的姿态。然后将第二起重葫芦18的钢丝绳与附着杆的之间的连接解除。当然,施工人员可以在第二操作平台16上解除附着杆与第二起重葫芦18之间的连接。The third step, as shown in FIG. 6 , lifts the wire rope of the first hoist 123 and lowers the wire rope of the second hoist 18 at the same time, so that the attachment rod is slowly removed from the building structure. As shown in Figure 7, when the attachment rod is completely removed from the building structure, the first hoist 123 stops lifting. As shown in Figures 7 to 8, the wire rope of the second hoist 18 is then continued to be lowered until the attachment rod reaches a vertical posture. The connection between the wire rope of the second hoist 18 and the attachment rod is then released. Of course, the construction personnel can release the connection between the attachment rod and the second hoist 18 on the
第四步,通过第一起重葫芦123继续上拉附着杆,直到附着杆到达第一操作平台14。如图9至图10所示,然后控制第一起重葫芦123向靠近吊钩的方向移动。如图11所示,然后(在第三操作平台22上)将附着杆上预留的吊索连接至吊钩。同时还可以在附着杆上系第一缆风绳(第一缆风绳可以防止附着杆在吊拉的过程中晃动)。吊钩吊升附着杆,直到第一起重葫芦123的钢丝绳放松,再解除第一起重葫芦123的钢丝绳与附着杆的连接。如图12所示,然后吊钩继续带动附着杆移动,同时缓慢放松第一缆风绳,使附着杆从倾斜状态逐渐转为竖直状态(由于第一起重葫芦123难以刚好移动到吊钩的正下方,所以附着杆连接至吊钩时,附着杆是倾斜的姿态)。当附着杆完全转为竖直的姿态时,将第一缆风绳完全放松。然后通过塔式起重机本体10将附着杆吊转至地面,从而完成整根附着杆的拆卸。In the fourth step, the attachment rod is continued to be pulled up by the first hoist 123 until the attachment rod reaches the
下面对附着杆的第二种拆除方法进行详细描述。The second method of removing the attachment rod is described in detail below.
第一步至第三步与第一种拆除方法相同,不再赘述。The first to third steps are the same as the first dismantling method and will not be repeated.
第四步,通过第一起重葫芦123继续上拉附着杆,直到附着杆到达第三操作平台22,然后控制第一起重葫芦123向靠近吊钩的方向移动。然后(在第三操作平台22上)将附着杆上预留的吊索连接至吊钩。同时还可以在附着杆上系第三缆风绳(第三缆风绳可以防止附着杆在吊拉的过程中晃动)。吊钩吊升附着杆,直到第一起重葫芦123的钢丝绳放松,再解除第一起重葫芦123的钢丝绳与附着杆的连接。然后吊钩继续带动附着杆移动,同时缓慢放松第三缆风绳,使附着杆从倾斜状态逐渐转为竖直状态(由于第一起重葫芦123难以刚好到达吊钩的正下方,所以附着杆连接至吊钩时,附着杆是稍倾斜的姿态)。当附着杆完全转为竖直的姿态时,将第三缆风绳完全放松,然后通过塔式起重机本体10将附着杆吊转至地面,从而完成整根附着杆的拆卸。In the fourth step, the first hoist 123 continues to pull up the attachment rod until the attachment rod reaches the
下面对附着杆的第三种拆除方法进行详细描述。The third method of removing the attachment rod is described in detail below.
第一步,将第一起重葫芦123的钢丝绳下放至第二操作平台16,然后将其钢丝绳连接至附着杆,然后将附着杆与标准节104的连接解除。The first step is to lower the wire rope of the first hoist 123 to the
另外,当塔式起重机系统设置有第三起重葫芦20时,可以先将第三起重葫芦20的倒链放下并连接至附着杆,然后将第一起重葫芦123的钢丝绳连接至附着杆,然后再解除第三起重葫芦20与附着杆的连接。In addition, when the tower crane system is provided with the third hoist 20, the reverse chain of the third hoist 20 can be lowered and connected to the attachment rod first, and then the wire rope of the first hoist 123 can be connected to the attachment rod, Then, the connection between the third hoist 20 and the attachment rod is released.
第二步,将第二起重葫芦18的钢丝绳下放,然后将其钢丝绳连接至附着杆,然后将附着杆与建筑结构的连接解除。The second step is to lower the wire rope of the second hoist 18, then connect its wire rope to the attachment rod, and then release the attachment rod from the building structure.
第三步,提升第一起重葫芦123的钢丝绳,并且同时下放第二起重葫芦18的钢丝绳,使得附着杆缓慢从建筑结构中移出。当附着杆完全从建筑结构中移出时,第一起重葫芦123停止提升。然后继续下放第二起重葫芦18的钢丝绳,直至附着杆达到竖直的姿态。然后将第二起重葫芦18的钢丝绳与附着杆的之间的连接解除。当然,施工人员可以在第二操作平台16上解除附着杆与第二起重葫芦18之间的连接。In the third step, the wire rope of the first hoist 123 is lifted, and the wire rope of the second hoist 18 is lowered at the same time, so that the attachment rod is slowly removed from the building structure. When the attachment bar is completely removed from the building structure, the first hoist 123 stops lifting. Then continue to lower the wire rope of the second hoist 18 until the attachment bar reaches a vertical posture. The connection between the wire rope of the second hoist 18 and the attachment rod is then released. Of course, the construction personnel can release the connection between the attachment rod and the second hoist 18 on the
第四步,控制第一起重葫芦123向靠近吊钩的方向移动。然后(在第三操作平台22上)将附着杆上预留的吊索连接至吊钩,同时还可以在附着杆上系第二缆风绳(第二缆风绳可以防止附着杆在吊拉的过程中晃动)。吊钩吊升附着杆,直到第一起重葫芦123的钢丝绳放松,再解除第一起重葫芦123的钢丝绳与附着杆的连接。然后吊钩继续带动附着杆移动,同时缓慢放松第二缆风绳,使附着杆从倾斜状态逐渐转为竖直状态。当附着杆完全转为竖直的姿态时,将第二缆风绳完全放松,然后通过塔式起重机本体10将附着杆吊转至地面,从而完成整根附着杆的拆卸。The fourth step is to control the first hoist 123 to move toward the direction close to the hook. Then (on the third operating platform 22) connect the sling reserved on the attachment rod to the hook, and at the same time, a second cable wind rope can be attached to the attachment rod (the second cable wind rope can prevent the attachment rod from being pulled shaking during the process). The hook lifts the attachment rod until the wire rope of the first hoist 123 is loosened, and then releases the connection between the wire rope of the first hoist 123 and the attachment rod. Then, the hook continues to drive the attachment rod to move, and at the same time, the second cable wind rope is slowly loosened, so that the attachment rod gradually turns from the inclined state to the vertical state. When the attachment rod is completely turned into a vertical posture, the second cable wind rope is completely loosened, and then the attachment rod is hoisted to the ground through the
最后应说明的是:以上实施例仅用以说明本实用新型的技术方案,而非对其限制;尽管参照前述实施例对本实用新型进行了详细的说明,本领域的普通技术人员应当理解:其依然可以对前述各实施例所记载的技术方案进行修改,或者对其中部分技术特征进行等同替换;而这些修改或者替换,并不使相应技术方案的本质脱离本实用新型各实施例技术方案的精神和范围。Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present utility model, but not to limit them; although the present utility model has been described in detail with reference to the foregoing embodiments, those of ordinary skill in the art should understand that: It is still possible to modify the technical solutions recorded in the foregoing embodiments, or perform equivalent replacements to some of the technical features; and these modifications or replacements do not make the essence of the corresponding technical solutions depart from the spirit of the technical solutions of the embodiments of the present invention and range.
Claims (8)
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| CN202020174202.9U CN211971577U (en) | 2020-02-15 | 2020-02-15 | Tower crane system |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113264458A (en) * | 2020-02-15 | 2021-08-17 | 中铁建设集团北京工程有限公司 | Tower crane system and method for removing attachment rod thereof |
| CN114382272A (en) * | 2022-03-24 | 2022-04-22 | 中铁十七局集团建筑工程有限公司 | Construction device for building circular building |
-
2020
- 2020-02-15 CN CN202020174202.9U patent/CN211971577U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113264458A (en) * | 2020-02-15 | 2021-08-17 | 中铁建设集团北京工程有限公司 | Tower crane system and method for removing attachment rod thereof |
| CN113264458B (en) * | 2020-02-15 | 2025-05-09 | 中铁建设集团北京工程有限公司 | Tower crane system and method for removing attachment rods thereof |
| CN114382272A (en) * | 2022-03-24 | 2022-04-22 | 中铁十七局集团建筑工程有限公司 | Construction device for building circular building |
| CN114382272B (en) * | 2022-03-24 | 2022-06-07 | 中铁十七局集团建筑工程有限公司 | Construction device for building circular building |
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