CN211447720U - Climbing elevator shaft construction operation platform - Google Patents

Climbing elevator shaft construction operation platform Download PDF

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Publication number
CN211447720U
CN211447720U CN201921864896.2U CN201921864896U CN211447720U CN 211447720 U CN211447720 U CN 211447720U CN 201921864896 U CN201921864896 U CN 201921864896U CN 211447720 U CN211447720 U CN 211447720U
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climbing
platform
operation platform
elevator
frame
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罗靖
朱健
杨湘泰
毕莹
韩国强
刘坚根
张�浩
黄顺其
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China Construction Eighth Engineering Division Co Ltd
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China Construction Eighth Engineering Division Co Ltd
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Abstract

The utility model relates to a formula of climbing elevator well construction operation platform installs in the elevator well on the major structure, construction operation platform includes: the climbing frame is arranged in the elevator shaft and can climb upwards along the elevator shaft, a supporting and limiting structure matched with the main body structure is arranged on the side part of the climbing frame, and the climbing frame is supported and limited on the main body structure through the supporting and limiting structure; and the working platform is hung on the climbing frame and can be lifted along the climbing frame. The utility model discloses set up the frame that climbs that can upwards climb in the elevator well to hang the operation platform that the liftable was adjusted in the frame that climbs, for the operation personnel provide firm safe and reliable's construction operation platform, it is high to have a efficiency of construction, safe and reliable practices thrift the advantage of cost.

Description

爬升式电梯井道施工操作平台Climbing elevator shaft construction operation platform

技术领域technical field

本实用新型涉及建筑施工工程领域,特指一种爬升式电梯井道施工操作平台。The utility model relates to the field of building construction engineering, in particular to a climbing elevator shaft construction operation platform.

背景技术Background technique

超高层建筑规模庞大,施工作业量大,确保施工人员快捷到达施工作业面,对垂直运输体系是严峻考验。传统工程施工中,超高层建筑基本采用附墙型临时施工电梯作为人员运输的主要攻击,临时施工电梯运行速度慢、运输效率低,且现场临时施工电梯位置有限,影响后期正是电梯的安装,会对工程整体工期造成不利的影响。The large scale of super high-rise buildings and the large amount of construction work, ensuring that the construction personnel can quickly reach the construction work surface is a severe test for the vertical transportation system. In traditional engineering construction, super high-rise buildings basically use wall-mounted temporary construction elevators as the main attack for personnel transportation. Temporary construction elevators have slow running speed and low transportation efficiency, and the location of temporary construction elevators on site is limited, which affects the installation of elevators in the later stage. It will adversely affect the overall construction period of the project.

为此现有技术中提出了一种跃层电梯(英文为Jump Lift),在正式电梯施工阶段提前安装、运行,利用跃层电梯实现永久电梯尽早投用,然而为满足跃层电梯最后转化为永久电梯,需要在安装跃层电梯之前,先于电梯井道内施工好电梯井道内构件及围护墙体,以为跃层电梯的安装创造条件,而现有技术中是通过分段搭设悬挑脚手架来提供施工平台以完成电梯井道内构件及围护墙体的施工,这样的悬挑脚手架无法随着主体结构的施工向上爬升,而层层安拆又使得工作量大,浪费施工时间,增加施工成本。For this reason, a jump elevator (Jump Lift in English) is proposed in the prior art, which is installed and operated in advance in the formal elevator construction stage, and the permanent elevator is put into use as soon as possible by using the jump elevator. For permanent elevators, it is necessary to construct the elevator shaft internal components and enclosure walls before installing the jump-floor elevator, so as to create conditions for the installation of the jump-floor elevator. In the prior art, the cantilevered scaffolding is erected in sections. To provide a construction platform to complete the construction of elevator shaft internal components and enclosure walls, such cantilevered scaffolding cannot climb up with the construction of the main structure, and the layer-by-layer installation makes the workload heavy, wastes construction time, and increases construction. cost.

实用新型内容Utility model content

本实用新型的目的在于克服现有技术的缺陷,提供一种爬升式电梯井道施工操作平台,解决现有的通过悬挑脚手架提供施工平台存在的无法爬升、层层安拆工作量大、浪费施工时间以及增加施工成本的问题。The purpose of the utility model is to overcome the defects of the prior art, and provide a climbing elevator shaft construction operation platform, which solves the existing problems of inability to climb, heavy installation and dismantling workload, and waste of construction in the existing construction platform provided by cantilevered scaffolding. time and increased construction costs.

实现上述目的的技术方案是:The technical solution to achieve the above purpose is:

本实用新型提供了一种爬升式电梯井道施工操作平台,安装于主体结构上的电梯井道内,所述施工操作平台包括:The utility model provides a climbing elevator shaft construction operation platform, which is installed in the elevator shaft on the main structure, and the construction operation platform comprises:

设于所述电梯井道内并可沿所述电梯井道向上爬升的爬升框架,所述爬升框架的侧部安装有与所述主体结构相配合的支撑限位结构,通过所述支撑限位结构将所述爬升框架支撑限位于所述主体结构上;以及A climbing frame that is arranged in the elevator shaft and can climb up along the elevator shaft, the side part of the climbing frame is provided with a support limit structure matched with the main structure, and the support limit structure the climbing frame support is limited to the main structure; and

吊挂于所述爬升框架并可沿所述爬升框架升降的作业平台。The work platform is hung on the climbing frame and can be raised and lowered along the climbing frame.

本实用新型在电梯井道内设置了可向上爬升的爬升框架,并在爬升框架内吊挂可升降调节的作业平台,通过作业平台的升降调节可使得该作业平台停在任意高度位置,从而实现全覆盖电梯井道的竖向施工范围,为作业人员提供牢固安全可靠的施工操作平台。该作业平台可相对于爬升框架升降调节,还可以随着爬升框架随着主体结构的向上施工而向上爬升,具有施工效率高,安全可靠,节约成本的优点。The utility model is provided with a climbing frame that can climb upward in the elevator shaft, and a work platform that can be lifted and lowered is hung in the climbing frame. Covering the vertical construction range of the elevator shaft, providing operators with a firm, safe and reliable construction operation platform. The working platform can be adjusted up and down relative to the climbing frame, and can also climb upward along with the upward construction of the main structure with the climbing frame, and has the advantages of high construction efficiency, safety, reliability and cost saving.

本实用新型爬升式电梯井道施工操作平台的进一步改进在于,所述爬升框架上对应所述作业平台底部的下方设有供承托住所述作业平台的防坠梁。A further improvement of the climbing elevator shaft construction operation platform of the present invention lies in that an anti-falling beam for supporting the working platform is provided below the climbing frame corresponding to the bottom of the working platform.

本实用新型爬升式电梯井道施工操作平台的进一步改进在于,所述爬升框架上对应所述作业平台顶部的上方设有提升机构,所述提升机构通过吊索与所述作业平台连接,通过所述提升机构控制所述作业平台的升降。A further improvement of the climbing elevator shaft construction operation platform of the present invention is that a lifting mechanism is provided on the climbing frame corresponding to the top of the working platform, and the lifting mechanism is connected with the working platform through a sling, and the lifting mechanism is connected to the working platform through the The lifting mechanism controls the lifting and lowering of the working platform.

本实用新型爬升式电梯井道施工操作平台的进一步改进在于,所述作业平台的侧部安装有可转动的旋转支承件,所述旋转支承件的第一端凸伸出所述作业平台形成悬挑支承端,与所述第一端相对的第二端位于所述作业平台的侧部;A further improvement of the climbing elevator shaft construction operation platform of the present invention is that a rotatable rotating support is installed on the side of the working platform, and the first end of the rotating support protrudes out of the working platform to form a cantilever. a support end, a second end opposite to the first end is located on the side of the work platform;

所述作业平台对应所述旋转支承件的第二端设有限位件,所述限位件限制所述旋转支承件的第二端向下旋转;The working platform is provided with a limiter corresponding to the second end of the rotating support, and the limiter restricts the second end of the rotating support to rotate downward;

在所述旋转支承件的悬挑支承端置于所述主体结构上对应的部位时,所述旋转支承件的第二端置于所述限位件上。When the cantilevered support end of the rotating support is placed at a corresponding position on the main body structure, the second end of the rotating support is placed on the limiter.

本实用新型爬升式电梯井道施工操作平台的进一步改进在于,所述旋转支承件的第二端重于所述第一端,以使得自然状态下所述第二端始终抵靠于所述限位件上。A further improvement of the climbing elevator shaft construction operation platform of the present invention is that the second end of the rotating support is heavier than the first end, so that the second end always abuts against the limit in a natural state on the piece.

本实用新型爬升式电梯井道施工操作平台的进一步改进在于,所述悬挑支撑端设有支座。A further improvement of the climbing elevator shaft construction operation platform of the utility model is that the cantilever support end is provided with a support.

本实用新型爬升式电梯井道施工操作平台的进一步改进在于,所述作业平台设有多个,以上下对齐的方式设于所述爬升框架内。A further improvement of the climbing elevator shaft construction operation platform of the present invention is that the operation platform is provided with a plurality of them, which are arranged in the climbing frame in a top-bottom alignment manner.

本实用新型爬升式电梯井道施工操作平台的进一步改进在于,所述作业平台包括平台底架、铺设于所述平台底架之上的平台板以及围设于所述平台底架四周的护栏。A further improvement of the climbing elevator shaft construction operation platform of the present invention is that the operation platform includes a platform chassis, a platform plate laid on the platform chassis, and a guardrail surrounding the platform chassis.

本实用新型爬升式电梯井道施工操作平台的进一步改进在于,所述爬升框架包括相对设置的顶框和底框以及连接于所述顶框和底框的多个爬升轨道;A further improvement of the climbing elevator shaft construction operation platform of the present invention is that the climbing frame comprises a top frame and a bottom frame arranged oppositely and a plurality of climbing rails connected to the top frame and the bottom frame;

所述支撑限位结构安装于所述爬升轨道上。The supporting and limiting structure is installed on the climbing track.

本实用新型爬升式电梯井道施工操作平台的进一步改进在于,所述爬升框架的底部安装有供提升安装于所述电梯井道内的跃层电梯的驱动机构。A further improvement of the climbing elevator shaft construction operation platform of the present invention is that the bottom of the climbing frame is provided with a drive mechanism for lifting the jump-level elevator installed in the elevator shaft.

附图说明Description of drawings

图1为本实用新型爬升式电梯井道施工操作平台的立体结构示意图。Figure 1 is a schematic three-dimensional structure diagram of a climbing elevator shaft construction operation platform of the present invention.

图2为本实用新型爬升式电梯井道施工操作平台中爬升框架的立体结构示意图。Fig. 2 is a schematic three-dimensional structure diagram of a climbing frame in a climbing elevator shaft construction operation platform of the present invention.

图3为本实用新型爬升式电梯井道施工操作平台中作业平台及提升机构的立体结构示意图。3 is a schematic three-dimensional structural diagram of a working platform and a lifting mechanism in the climbing elevator shaft construction operation platform of the present invention.

图4为本实用新型爬升式电梯井道施工操作平台中作业平台的放大示意图。FIG. 4 is an enlarged schematic view of a working platform in the climbing elevator shaft construction operation platform of the present invention.

图5为本实用新型爬升式电梯井道施工操作平台安装于主体结构上的立体结构示意图。FIG. 5 is a schematic three-dimensional structure diagram of the climbing elevator shaft construction operation platform of the utility model installed on the main structure.

图6为图5所示结构的顶部的局部放大示意图。FIG. 6 is a partial enlarged schematic view of the top of the structure shown in FIG. 5 .

具体实施方式Detailed ways

下面结合附图和具体实施例对本实用新型作进一步说明。The present utility model will be further described below in conjunction with the accompanying drawings and specific embodiments.

参阅图1,本实用新型提供了一种爬升式电梯井道施工操作平台,安装在主体结构的电梯井道内,作为电梯井道围护墙体施工和正式电梯轨道及电梯门等的施工操作平台,可随着主体结构施工进度爬升至施工层,尤其适合超高层建筑施工。下面结合附图对本实用新型爬升式电梯井道施工操作平台进行说明。Referring to Fig. 1, the present utility model provides a climbing elevator shaft construction operation platform, which is installed in the elevator shaft of the main structure as a construction operation platform for the construction of the elevator shaft enclosure wall and the formal elevator track and elevator door, etc. As the construction progress of the main structure climbs to the construction level, it is especially suitable for the construction of super high-rise buildings. Below in conjunction with the accompanying drawings, the climbing elevator shaft construction operation platform of the present utility model will be described.

参阅图1,显示了本实用新型爬升式电梯井道施工操作平台的立体结构示意图。下面结合图1,对本实用新型爬升式电梯井道施工操作平台进行说明。Referring to FIG. 1 , there is shown a three-dimensional structural schematic diagram of the climbing elevator shaft construction operation platform of the present invention. Below in conjunction with FIG. 1 , the climbing elevator shaft construction operation platform of the present utility model will be described.

如图1所示,本实用新型的爬升式电梯井道施工操作平台安装于主体结构上的电梯井道内,该施工操作平台包括爬升框架21和作业平台23,爬升框架31设于电梯井道内并可沿电梯井道向上爬升,该爬升框架21的侧部安装有与主体结构相配合的支撑限位结构211,通过支撑限位结构211 将爬升框架21支撑限位于主体结构上;作业平台23吊挂于爬升框架21 上,并可沿爬升框架21升降调节。As shown in Figure 1, the climbing elevator shaft construction operation platform of the present utility model is installed in the elevator shaft on the main structure, the construction operation platform includes a climbing frame 21 and a working platform 23, and the climbing frame 31 is arranged in the elevator shaft and can be Climb upwards along the elevator shaft. The side of the climbing frame 21 is provided with a supporting and limiting structure 211 matched with the main structure, and the climbing frame 21 is supported and limited to the main structure by the supporting and limiting structure 211; the working platform 23 is suspended from on the climbing frame 21 and can be adjusted up and down along the climbing frame 21 .

结合图5所示,在主体结构10上形成电梯井道后,将爬升框架21吊装到电梯井道内,而后将爬升框架21通过其上设置的限位支撑结构211 而限位到主体结构10上对应的结构层处,在主体结构10向上施工后,通过塔吊将爬升框架21向上吊起进而吊运至当前的施工层处,借助塔吊的辅助提升,可实现爬升框架21根据施工需求而进行向上爬升。在爬升框架21限位在主体结构10对应的结构层处时,作业平台23为施工人员提供了施工操作平台,也即施工人员可站在该作业平台23上进行电梯井道的施工,作业平台23可通过升降调节而调整到所需的作业高度,能够完全覆盖电梯井道内的任意高度范围。As shown in FIG. 5 , after the elevator shaft is formed on the main structure 10, the climbing frame 21 is hoisted into the elevator shaft, and then the climbing frame 21 is limited to the main structure 10 through the limit support structure 211 provided on it. At the structural layer, after the main structure 10 is constructed upward, the climbing frame 21 is lifted up by the tower crane and then hoisted to the current construction layer. With the aid of the tower crane, the climbing frame 21 can be climbed upward according to the construction requirements. . When the climbing frame 21 is limited to the structural layer corresponding to the main structure 10, the work platform 23 provides a construction operation platform for the construction personnel, that is, the construction personnel can stand on the operation platform 23 to carry out the construction of the elevator shaft, and the operation platform 23 It can be adjusted to the required working height through lifting adjustment, and can completely cover any height range in the elevator shaft.

在一种具体实施方式中,如图2所示,爬升框架21上对应作业平台 23底部的下方设有供承托住作业平台23的防坠梁212。通过在作业平台 23的下方一定距离设置防坠梁212,在作业平台因意外坠落时,能够接住该下坠的平台,保证施工安全。In a specific embodiment, as shown in FIG. 2 , an anti-fall beam 212 for supporting the work platform 23 is provided below the bottom of the climbing frame 21 corresponding to the work platform 23. By setting the anti-falling beam 212 at a certain distance below the work platform 23, when the work platform falls accidentally, the falling platform can be caught to ensure construction safety.

较佳地,作业平台23对应防坠梁212的侧部向外凸伸设置,使得该防坠梁212能够接住该作业平台23。Preferably, the side portion of the work platform 23 corresponding to the anti-falling beam 212 is arranged to protrude outward, so that the anti-falling beam 212 can catch the work platform 23 .

在一种具体实施方式中,如图1和图3所示,爬升框架21上对应作业平台23顶部的上方设有提升机构22,提升机构22通过吊索221与作业平台23连接,通过提升机构22控制作业平台23的升降。In a specific embodiment, as shown in FIG. 1 and FIG. 3 , a lifting mechanism 22 is provided above the top of the corresponding work platform 23 on the climbing frame 21 . The lifting mechanism 22 is connected to the work platform 23 through a sling 221 . 22 controls the lifting and lowering of the working platform 23 .

较佳地,提升机构22还包括提升葫芦222,该提升葫芦222上卷绕了部分吊索221,且该吊索221的端部与该提升葫芦222固定连接,通过提升葫芦222将吊索221卷绕在其上或者将卷绕的吊索221部分放出,而实现将作业平台23提升或下降的效果。Preferably, the lifting mechanism 22 further includes a lifting hoist 222, on which a part of the sling 221 is wound, and the end of the sling 221 is fixedly connected with the lifting hoist 222, and the sling 221 is fixed by the lifting hoist 222. The effect of lifting or lowering the work platform 23 is achieved by winding on it or partially unwinding the wound sling 221 .

具体地,在设置一个作业平台23时,将提升葫芦222固定在爬升框架21的顶部,在爬升框架21的底部设置防坠梁212,通过提升葫芦222 实现作业平台23的升降调节,通过防坠梁212防止作业平台23发生坠落危险。Specifically, when setting up a work platform 23, the lifting hoist 222 is fixed on the top of the climbing frame 21, and the anti-falling beam 212 is set at the bottom of the climbing frame 21, and the lifting and lowering of the working platform 23 is adjusted by the lifting hoist 222. The beam 212 prevents the work platform 23 from falling hazard.

较佳地,提升机构22设置有四个,设于作业平台23的四个角部处,能够实现平稳的调节作业平台23的升降运动。Preferably, four lifting mechanisms 22 are provided at the four corners of the working platform 23 , so as to stably adjust the lifting and lowering motion of the working platform 23 .

在一种具体实施方式中,如图3和图4所示,作业平台23的侧部安装有可转动的旋转支承件231,旋转支承件231的第一端凸伸出作业平台 23形成悬挑支承端2311,与第一端相对的第二端2312位于作业平台23 的侧部;作业平台23对应旋转支承件231的第二端2312设有限位件232,限位件232限制旋转支承件231的第二端2312向下旋转;在旋转支承件 231的悬挑支承端2311置于主体结构上对应的部位时,旋转支承件231 的第二端2312置于限位件232上。In a specific embodiment, as shown in FIGS. 3 and 4 , a rotatable rotating support 231 is installed on the side of the working platform 23 , and the first end of the rotating support 231 protrudes out of the working platform 23 to form a cantilever The support end 2311, the second end 2312 opposite to the first end is located on the side of the working platform 23; the working platform 23 is provided with a limiter 232 corresponding to the second end 2312 of the rotating support 231, and the limiter 232 restricts the rotating support 231 The second end 2312 of the rotating support 231 rotates downward; when the cantilevered support end 2311 of the rotating support 231 is placed at the corresponding position on the main body structure, the second end 2312 of the rotating support 231 is placed on the limiter 232 .

利用旋转支承件231支撑在主体结构对应的部位处,可为作业平台23 提供稳定的支撑,确保作业平台23保持平稳。由于限位件232的设置,使得旋转支承件231的第二端2312只能从限位件232处向上旋转,而无法向下旋转。这样在该作业平台23上升调节时,旋转支承件231的悬挑支承端2311碰到主体结构上对应的部位时,可驱使该旋转支承件231的悬挑支承端2311向下旋转,而第二端2312向上旋转,进而该作业平台23 可继续向上提升而通过主体结构上对应的部位,而在该作业平台23停在主体结构上一对应位置时,该旋转支承件231的旋转支承端2311可向上旋转至呈水平状,进而置于主体结构上对应的部位。The rotating supports 231 are supported at the corresponding parts of the main structure, which can provide stable support for the working platform 23 and ensure that the working platform 23 remains stable. Due to the setting of the limiting member 232, the second end 2312 of the rotating support member 231 can only rotate upward from the limiting member 232, but cannot rotate downward. In this way, when the working platform 23 is raised and adjusted, when the cantilevered support end 2311 of the rotating support 231 touches the corresponding part on the main structure, the cantilevered support end 2311 of the rotating support 231 can be driven to rotate downward, and the second The end 2312 rotates upward, so that the working platform 23 can continue to be lifted upward and pass through the corresponding part on the main structure, and when the working platform 23 stops at the corresponding position on the main structure, the rotating support end 2311 of the rotating support 231 can be Rotate it up to be horizontal, and then place it on the corresponding part of the main structure.

进一步地,旋转支承件231的第二端2312重于第一端,以使得自然状态下第二端2312始终抵靠于限位件232上。通过设计第二端2312重于第一端,可使得在无外力作用在旋转支承件231上时,该第二端2312能够恢复到置于限位件232之上,而使得旋转支承件231呈水平状。Further, the second end 2312 of the rotating support member 231 is heavier than the first end, so that the second end 2312 always abuts on the limiting member 232 in a natural state. By designing the second end 2312 to be heavier than the first end, when no external force acts on the rotating support 231, the second end 2312 can be restored to rest on the limiting member 232, so that the rotating support 231 is horizontal.

再进一步地,悬挑支撑端2311设有支座2313。通过支座2313可稳定的支撑在主体结构对应的部位上。Further, the cantilevered support end 2311 is provided with a support 2313 . The support 2313 can be stably supported on the corresponding part of the main structure.

具体地,在作业平台23的相对两侧设置旋转支承件231,且每侧设置两个旋转支承件231,该旋转支承件231通过转轴可转动安装在作业平台 23上,该转轴的设置位置靠近悬挑支承端2311设置,使得旋转支承件231 在无外力的作用下,第二端2312可绕着该转轴而向下旋转,进而该第二端2312置于限位件232上。Specifically, rotating supports 231 are provided on opposite sides of the working platform 23, and two rotating supports 231 are provided on each side. The rotating supports 231 are rotatably mounted on the working platform 23 through a rotating shaft, and the rotating shaft is arranged close to The cantilevered support end 2311 is provided so that the second end 2312 of the rotating support 231 can rotate downward around the rotating shaft without external force, and then the second end 2312 is placed on the limiter 232 .

在一种具体实施方式中,如图3所示,作业平台23设有多个,且以上下对齐的方式设于爬升框架21内。In a specific embodiment, as shown in FIG. 3 , there are multiple working platforms 23 , and they are arranged in the climbing frame 21 in an up-and-down manner.

结合图1和图2所示,作业平台23设有三个,每一作业平台23均通过提升机构22吊挂在爬升框架21上,可通过提升机构22调节对应的作业平台23的高度位置。爬升框架21上对应每个作业平台23的底部均设置有防坠梁212,以保证施工安全。1 and 2 , there are three working platforms 23 , each working platform 23 is suspended on the climbing frame 21 by the lifting mechanism 22 , and the height position of the corresponding working platform 23 can be adjusted by the lifting mechanism 22 . An anti-falling beam 212 is provided on the bottom of the climbing frame 21 corresponding to each work platform 23 to ensure construction safety.

进一步地,结合图4所示,作业平台23包括平台底架233、铺设于平台底架233之上的平台板234以及围设于平台递交233四周的护栏235。通过平台板234提供了施工人员站立的施工面,护栏235的设置能够起到围护的作用,对施工人员起到保护。较佳地平台底架233采用钢梁焊接形成,该平台底架233呈方框结构,且该方框结构的尺寸大于爬升框架21 的尺寸,使得方框结构的两侧有部分伸出到爬升框架21的外侧,这样爬升框架21上设置的防坠梁212能够接住对应坠落的平台底架233。Further, as shown in FIG. 4 , the work platform 23 includes a platform chassis 233 , a platform board 234 laid on the platform chassis 233 , and a guardrail 235 surrounding the platform handover 233 . The platform plate 234 provides a construction surface for the construction personnel to stand on, and the setting of the guardrail 235 can play the role of enclosure and protect the construction personnel. Preferably, the platform chassis 233 is formed by welding steel beams, and the platform chassis 233 is in a frame structure, and the size of the frame structure is larger than the size of the climbing frame 21, so that the two sides of the frame structure are partially extended to the climbing frame. The outer side of the frame 21, so that the anti-falling beam 212 provided on the climbing frame 21 can catch the corresponding falling platform chassis 233.

限位件232采用牛腿,焊接固定在平台底架233的侧部。该牛腿的侧部凸伸出平台底架233的侧部。旋转支承件231通过转轴可转动的安装在平台底架233的侧部。The limiter 232 is a corbel, which is welded and fixed on the side of the platform chassis 233 . The side portion of the corbel protrudes from the side portion of the platform chassis 233 . The rotating support 231 is rotatably mounted on the side of the platform chassis 233 through a rotating shaft.

在进一步地,如图2所示,爬升框架21包括相对设置的顶框213和底框214以及连接于顶框213和底框214的多个爬升轨道215;支撑限位结构211安装于爬升轨道215上。Further, as shown in FIG. 2 , the climbing frame 21 includes a top frame 213 and a bottom frame 214 arranged oppositely, and a plurality of climbing rails 215 connected to the top frame 213 and the bottom frame 214 ; the supporting and limiting structure 211 is installed on the climbing rails 215 on.

较佳地,顶框213和底框214为方框结构,采用钢梁焊接形成,在顶框213和底框214内设置十字剪刀支撑。顶框213的四个角部处固设有吊耳,通过该吊耳可利用塔吊将爬升框架21向上吊起。爬升轨道215有四个,连接在顶框213和底框214的四个角部处,从而该爬升轨道215和顶框213以及底框214连接形成方形框柱结构,在该方形框柱结构内吊挂了多个作业平台23。Preferably, the top frame 213 and the bottom frame 214 are frame structures formed by welding steel beams, and cross scissors are provided in the top frame 213 and the bottom frame 214 for support. Four corners of the top frame 213 are fixed with lifting ears, through which the climbing frame 21 can be lifted upward by a tower crane. There are four climbing rails 215, which are connected at the four corners of the top frame 213 and the bottom frame 214, so that the climbing rails 215 are connected with the top frame 213 and the bottom frame 214 to form a square frame column structure, in the square frame column structure A plurality of work platforms 23 are suspended.

具体地,在爬升轨道215上间隔设有两道防坠梁212,第一道防坠梁 212设置的顶部的作业平台23的底部下方,第二道防坠梁212设置在中部的作业平台23的底部下方,而底部的作业平台23通过底框214实现防坠。顶部的作业平台23的提升机构22的提升葫芦222固定在顶框213的底部,中部的作业平台23的提升机构22的提升葫芦222固定第一道防坠梁212 的底部,底部的作业平台23的提升机构22的提升葫芦222固定在第二到防坠梁212的底部;三个作业平台23提供了三个施工作业面,且该三个施工作业面均可升降调节。Specifically, two anti-falling beams 212 are provided at intervals on the climbing track 215 , the first anti-falling beam 212 is arranged below the bottom of the working platform 23 at the top, and the second anti-falling beam 212 is arranged on the middle working platform 23 The bottom of the bottom of the work platform 23 through the bottom frame 214 to achieve anti-fall. The lifting hoist 222 of the lifting mechanism 22 of the top work platform 23 is fixed to the bottom of the top frame 213, the lifting hoist 222 of the lifting mechanism 22 of the middle work platform 23 is fixed to the bottom of the first anti-falling beam 212, and the bottom work platform 23 The lifting hoist 222 of the lifting mechanism 22 is fixed on the bottom of the second anti-falling beam 212; the three work platforms 23 provide three construction work surfaces, and the three construction work surfaces can be adjusted up and down.

结合图5和图6所示,主体结构10上对应电梯井道的部位设有转接件101,该转接件101与爬升轨道215限位连接,通过转接件101限制爬升轨道215只能向上爬升,而不能向下移动。较佳地,主体结构10各结构层对应电梯井道处设置有结构梁,在结构梁上安装固定转接件101,在转接件101上设置有斜向设置的轨道槽,一个限位杆插设在该轨道槽内,且可沿着该轨道槽的设置方向移动,初始状态下,限位杆置于轨道槽的低端处。在爬升轨道215上间隔设置有开口朝下的倒钩,该爬上轨道215向上提升时,倒钩可推动限位杆向着轨道槽的高端处移动,进而倒钩通过该限位杆随着爬升轨道215继续向上提升,而在提升到位时,对应的倒钩可卡在限位杆上,而该限位杆处于轨道槽的低端处,从而限制了爬升轨道215 向下移动,也支撑限位住了爬升轨道215。As shown in FIG. 5 and FIG. 6 , the part of the main structure 10 corresponding to the elevator shaft is provided with an adapter 101 , the adapter 101 is connected to the climbing rail 215 in a limited position, and the climbing rail 215 can only be limited upward by the adapter 101 . Climb, but not move down. Preferably, each structural layer of the main structure 10 is provided with a structural beam corresponding to the elevator shaft, and a fixed adapter 101 is installed on the structural beam. It is arranged in the track groove and can move along the setting direction of the track groove. In the initial state, the limit rod is placed at the lower end of the track groove. Barbs with downward openings are arranged at intervals on the climbing rail 215. When the climbing rail 215 is lifted upwards, the barbs can push the limit rod to move toward the high end of the rail groove, and then the barbs pass through the limit rod along with the climbing rail. 215 continues to lift upward, and when it is lifted into place, the corresponding barb can be stuck on the limit rod, and the limit rod is at the lower end of the track groove, thereby limiting the downward movement of the climbing track 215, and also supporting the limit Lived climb track 215.

在一种具体实施方式中,如图1所示,在爬升框架21的底部安装有驱动机构216,该驱动机构216用于提升安装于电梯井道内的跃层电梯。结合图5所示,随着主体结构10的向上施工,爬升框架21爬升到一定高度时,可在电梯井道内的底部安装跃层电梯,而跃层电梯的使用需要外部的提升结构来实现升降,通过设置在爬升框架21底部的驱动机构216来连接跃层电梯,利用驱动机构216提供跃层电梯升降的驱动力。In a specific embodiment, as shown in FIG. 1 , a driving mechanism 216 is installed at the bottom of the climbing frame 21 , and the driving mechanism 216 is used to lift the jump elevator installed in the elevator shaft. As shown in FIG. 5 , with the upward construction of the main structure 10, when the climbing frame 21 climbs to a certain height, a jump-floor elevator can be installed at the bottom of the elevator shaft, and the use of the jump-floor elevator requires an external lifting structure to realize lifting and lowering. , through the driving mechanism 216 arranged at the bottom of the climbing frame 21 to connect the jumping floor elevator, and the driving mechanism 216 is used to provide the driving force for the lifting and lowering of the jumping floor elevator.

下面对本实用新型的爬升式电梯井道施工平台的施工过程进行说明。The construction process of the climbing elevator shaft construction platform of the present invention will be described below.

在主体结构上形成电梯井道之后,先于主体结构上对应电梯井道处的结构梁上固定转接件,而后将爬升框架的四个爬升轨道滑设在对应的转接件上,再将顶框和底框与爬升轨道连接固定,而后在固定连接防坠梁。接着再将各作业平台及提升机构安装到爬升框架上,从而就在电梯井道内形成了多个施工操作面,借助该些施工操作面可对电梯井道围护墙体进行施工,也可对正式电梯轨道及电梯门进行安装施工。在当前层施工好后,主体结构向上施工后,继续在结构梁上安装转接件,而后通过塔吊将爬升框架向上提升,使得作业平台也同步提升,进而对上部的电梯井道进行施工。在施工的过程中,作业平台可通过提升机构进行升降调节,以对爬升框架所对应的电梯井道的范围进行全覆盖。在该爬升框架上升到一定高度后,在电梯井道的下部安装跃层电梯,并通过爬升框架底部安装的驱动机构与跃层电梯提供驱动力。After the elevator shaft is formed on the main structure, first fix the adapter on the structural beam corresponding to the elevator shaft on the main structure, then slide the four climbing rails of the climbing frame on the corresponding adapter, and then install the top frame And the bottom frame and the climbing track are connected and fixed, and then the anti-fall beam is fixedly connected. Then, each working platform and lifting mechanism are installed on the climbing frame, thus forming a plurality of construction operation surfaces in the elevator shaft. With the help of these construction operation surfaces, the elevator shaft enclosure wall can be constructed, and the formal Elevator tracks and elevator doors are installed and constructed. After the construction of the current floor is completed, after the main structure is constructed upward, continue to install the adapter on the structural beam, and then lift the climbing frame upward by the tower crane, so that the working platform is also lifted synchronously, and then the upper elevator shaft is constructed. During the construction process, the working platform can be adjusted up and down through the lifting mechanism to fully cover the range of the elevator shaft corresponding to the climbing frame. After the climbing frame rises to a certain height, a hop-up elevator is installed at the lower part of the elevator shaft, and the drive mechanism and the hop-up elevator provided at the bottom of the climbing frame provide driving force.

本实用新型的爬升式电梯井道施工平台,安装于电梯井道内,使二次结构墙体施工、电梯轨道安装工作可与主体结构施工同步流水作业,该整体爬升的平台代替传统分段搭设操作脚手架的施工方法,更加安全、高效、可靠,且能够降低成本。The climbing elevator shaft construction platform of the utility model is installed in the elevator shaft, so that the construction of the secondary structure wall and the installation of the elevator track can be synchronized with the construction of the main structure. The construction method is safer, more efficient, more reliable, and can reduce costs.

电梯井道处的结构梁上安装的转接件,其可适应楼层梁高度变化而灵活布置,现场安装标高误差控制要求低,利于现场安装。The adapter installed on the structural beam at the elevator shaft can be flexibly arranged to adapt to the change in the height of the floor beam, and the on-site installation elevation error control requirements are low, which is convenient for on-site installation.

各层的作业平台是可升降调节的,平台的标高可根据工程需要而灵活调整,以适应不同楼层高度的需求。且平台在达到对应的结构梁所在的位置时,可通过旋转支承件支撑在主体结构上,提高作业平台的平稳性。The working platforms on each floor can be adjusted up and down, and the elevation of the platform can be flexibly adjusted according to the needs of the project to meet the needs of different floor heights. And when the platform reaches the position where the corresponding structural beam is located, it can be supported on the main structure by the rotating support, so as to improve the stability of the working platform.

爬升框架随着主体结构的施工而向上爬升,作为电梯井道内电梯构件安装和围护墙体施工的辅助平台,为下方的正式电梯提前安装创造条件,还为下方正式电梯施工阶段提前安装、运行提供顶部安全防护和防水措施。The climbing frame climbs up with the construction of the main structure, as an auxiliary platform for the installation of elevator components in the elevator shaft and the construction of the enclosure wall, creating conditions for the early installation of the formal elevator below, and also for the early installation and operation of the formal elevator construction stage below. Provides top safety protection and waterproof measures.

以上结合附图实施例对本实用新型进行了详细说明,本领域中普通技术人员可根据上述说明对本实用新型做出种种变化例。因而,实施例中的某些细节不应构成对本实用新型的限定,本实用新型将以所附权利要求书界定的范围作为本实用新型的保护范围。The present invention has been described in detail above with reference to the embodiments of the accompanying drawings, and those of ordinary skill in the art can make various modifications to the present invention according to the above description. Therefore, some details in the embodiments should not be construed to limit the present invention, and the present invention will take the scope defined by the appended claims as the protection scope of the present invention.

Claims (10)

1. The utility model provides a formula of climbing elevator well construction operation platform installs in the elevator well on the major structure, a serial communication port, construction operation platform includes:
the climbing frame is arranged in the elevator shaft and can climb upwards along the elevator shaft, a supporting and limiting structure matched with the main body structure is arranged on the side part of the climbing frame, and the climbing frame is supported and limited on the main body structure through the supporting and limiting structure; and
and the working platform is hung on the climbing frame and can lift along the climbing frame.
2. The climbing elevator shaft construction operation platform according to claim 1, wherein a falling prevention beam for supporting the operation platform is arranged below the climbing frame corresponding to the bottom of the operation platform.
3. The climbing elevator shaft construction operation platform according to claim 1, wherein a lifting mechanism is arranged on the climbing frame above the top of the operation platform, the lifting mechanism is connected with the operation platform through a sling, and the lifting mechanism is used for controlling the lifting of the operation platform.
4. The climbing elevator shaft construction operation platform according to claim 1, wherein a rotatable rotary support is mounted at a side portion of the operation platform, a first end of the rotary support protrudes out of the operation platform to form an overhanging support end, and a second end opposite to the first end is located at the side portion of the operation platform;
the second end of the working platform, which corresponds to the rotary supporting piece, is provided with a limiting piece, and the limiting piece limits the second end of the rotary supporting piece to rotate downwards;
when the overhanging supporting end of the rotating supporting part is arranged at the corresponding part on the main structure, the second end of the rotating supporting part is arranged on the limiting part.
5. The climbing elevator hoistway construction work platform of claim 4, wherein the second end of the rotating support is heavier than the first end such that the second end naturally always abuts against the stop.
6. The climbing elevator hoistway construction operation platform of claim 4, wherein the cantilevered support end is provided with a support.
7. The climbing elevator shaft construction work platform of claim 1, wherein the work platform is provided in plurality and is disposed in the climbing frame in an up-down alignment.
8. The climbing elevator hoistway construction operation platform of claim 1, wherein the operation platform comprises a platform chassis, a platform plate laid on the platform chassis, and a guardrail surrounding the platform chassis.
9. The climbing elevator hoistway construction operation platform of claim 1, wherein the climbing frame comprises oppositely disposed top and bottom frames and a plurality of climbing rails connected to the top and bottom frames;
the supporting and limiting structure is installed on the climbing rail.
10. The climbing elevator hoistway construction operation platform of claim 1, wherein a bottom portion of the climbing frame mounts a drive mechanism for lifting a jump elevator mounted within the elevator hoistway.
CN201921864896.2U 2019-11-01 2019-11-01 Climbing elevator shaft construction operation platform Expired - Fee Related CN211447720U (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110685431A (en) * 2019-11-01 2020-01-14 中国建筑第八工程局有限公司 Climbing type elevator shaft construction operation platform and construction method thereof
CN113175201A (en) * 2021-05-13 2021-07-27 广州建筑股份有限公司 A operation platform that rises that slides for elevartor shaft construction
CN114439213A (en) * 2021-12-23 2022-05-06 华北冶建工程建设有限公司 Shaft operation platform device and construction method thereof
CN116331379A (en) * 2023-03-14 2023-06-27 同济大学建筑设计研究院(集团)有限公司 A trackless self-climbing tower outer surface inspection vehicle

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110685431A (en) * 2019-11-01 2020-01-14 中国建筑第八工程局有限公司 Climbing type elevator shaft construction operation platform and construction method thereof
CN113175201A (en) * 2021-05-13 2021-07-27 广州建筑股份有限公司 A operation platform that rises that slides for elevartor shaft construction
CN114439213A (en) * 2021-12-23 2022-05-06 华北冶建工程建设有限公司 Shaft operation platform device and construction method thereof
CN116331379A (en) * 2023-03-14 2023-06-27 同济大学建筑设计研究院(集团)有限公司 A trackless self-climbing tower outer surface inspection vehicle

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