CN115613841A - A socket and climbable derrick operation protection device - Google Patents

A socket and climbable derrick operation protection device Download PDF

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Publication number
CN115613841A
CN115613841A CN202211302885.1A CN202211302885A CN115613841A CN 115613841 A CN115613841 A CN 115613841A CN 202211302885 A CN202211302885 A CN 202211302885A CN 115613841 A CN115613841 A CN 115613841A
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China
Prior art keywords
socket
derrick
elevator shaft
base body
upper base
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胡荣耀
汪胜名
谢天德
王佳源
雷文浩
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China First Metallurgical Group Co Ltd
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China First Metallurgical Group Co Ltd
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Priority to CN202211302885.1A priority Critical patent/CN115613841A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/32Safety or protective measures for persons during the construction of buildings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/32Safety or protective measures for persons during the construction of buildings
    • E04G21/3204Safety or protective measures for persons during the construction of buildings against falling down

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  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Types And Forms Of Lifts (AREA)

Abstract

本申请公开了承插可爬升式井架作业防护装置。本技术方案中,在实施电梯井作业的防护时,首先,通过竖向液压顶升器调节横向液压顶升器至指定的支撑范围,再操作横向液压顶升器直至其支撑在至少电梯井壁上,以维持整个架体被支撑结构梁和/或剪力墙,此时完成了架体在电梯井壁内的固定支撑。实施电梯井作业的作业人员可进入上座体、下座体之间的空间内,起到了对作业人员的安全防护。本防护装置打破现有技术采用钢管搭设电梯井架的模式,可进行上下移动爬升,为电梯井作业安装提供作业面,极大提高了作业环境的安全性;同时在保证安全的前提下,安拆效率提高,可重复利用,降低防护成本。

Figure 202211302885

The application discloses a socket and climbable derrick operation protection device. In this technical solution, when implementing the protection of the elevator shaft operation, first, adjust the horizontal hydraulic jack to the specified support range through the vertical hydraulic jack, and then operate the horizontal hydraulic jack until it is supported on at least the elevator shaft wall To maintain the entire frame body supported by structural beams and/or shear walls, at this time the fixed support of the frame body in the elevator shaft wall is completed. Operators who carry out elevator shaft operations can enter the space between the upper base body and the lower base body, which provides safety protection for the operators. This protection device breaks the existing mode of using steel pipes to erect the elevator derrick, and can move up and down to provide a working surface for the installation of the elevator shaft, which greatly improves the safety of the working environment; Increased efficiency, reusable, and reduced protection costs.

Figure 202211302885

Description

一种承插可爬升式井架作业防护装置A socket and climbable derrick operation protection device

技术领域technical field

本申请涉及电梯井作业的技术领域,尤其涉及一种承插可爬升式井架作业防护装置。The present application relates to the technical field of elevator shaft operation, in particular to a socket-climbable derrick operation protection device.

背景技术Background technique

相关技术中,建筑中常采用钢管来搭设电梯井操作平台和防护,这种井架在实际施工现场的施工中作业人员常常会遇到安全带无悬挂带、悬挂点不牢固、系挂安全带不便于施工,且井架与结构间留有孔隙,极易导致作业人员坠落和高空坠物;同时在施工过程作业人员也时常将材料堆放于井架上,增加井架所承受荷载,易影响井架稳定,从而对作业人员产生极大的安全隐患。而钢管井架的安拆过程也比较繁琐,容易在砌体墙或剪力墙中留下孔洞,造成质量问题,后期处理麻烦。In related technologies, steel pipes are often used in buildings to set up the elevator shaft operating platform and protection. During the construction of this type of derrick in the actual construction site, operators often encounter safety belts without suspension belts, suspension points are not firm, and safety belts are inconvenient. During construction, and there are gaps between the derrick and the structure, it is easy to cause the operators to fall and objects to fall from the sky; at the same time, during the construction process, the operators often pile up materials on the derrick, which increases the load on the derrick and easily affects the stability of the derrick. Workers have a great potential safety hazard. The installation and disassembly process of the steel pipe derrick is also relatively cumbersome, and it is easy to leave holes in the masonry wall or shear wall, causing quality problems and troublesome post-processing.

发明内容Contents of the invention

有鉴于此,本申请提供一种承插可爬升式井架作业防护装置,能够在保证安全的前提下更方便地拆装。In view of this, the present application provides a socket climbable derrick operation protection device, which can be disassembled and assembled more conveniently under the premise of ensuring safety.

本申请提供一种承插可爬升式井架作业防护装置,包括:This application provides a socket climbable derrick operation protection device, including:

一由上座体、下座体装配形成的架体,所述架体上设有竖向液压顶升器、横向液压顶升器;A frame body formed by assembling the upper base body and the lower base body, and the vertical hydraulic jacking device and the horizontal hydraulic jacking device are arranged on the frame body;

所述竖向液压顶升器,其动力输出杆固接所述上座体或下座体以调整所述上座体、下座体之间的竖向距离;In the vertical hydraulic jacking device, its power output rod is fixedly connected to the upper base or the lower base to adjust the vertical distance between the upper base and the lower base;

所述横向液压顶升器,用以支撑在至少电梯井壁。The horizontal hydraulic jack is used to support at least the wall of the elevator shaft.

可选地,还包括滑滚组件,用以滚动在安装在所述剪力墙的槽钢轨道内。Optionally, a sliding and rolling assembly is also included, used to roll in the channel steel track installed on the shear wall.

可选地,所述架体上设有用以使不同的架体插接的插座组件,所述插座组件包括设置于所述上座体上的插座件和设置于所述下座体上的底座件。Optionally, the frame is provided with a socket assembly for plugging in different frames, and the socket assembly includes a socket set on the upper base and a base set on the lower base .

可选地,所述上座体上可抽拉地安装有第一防护板。Optionally, a first protective plate is drawably mounted on the upper base.

可选地,用以实现所述第一防护板抽拉的抽拉结构包括固设于所述第一防护板上的支撑轴、固设在所述支撑轴上的滚轮和供所述滚轮滚动的轴承槽,所述轴承槽固设在所述上座体上。Optionally, the drawing structure used to realize the drawing of the first protective plate includes a support shaft fixed on the first protective plate, a roller fixed on the support shaft, and a rolling wheel for the roller to roll. The bearing groove is fixed on the upper base body.

可选地,所述抽拉结构还包括可转动地设置的挡块和用以弹力作用于所述挡块自由端的弹簧,所述挡块的自由端至少部分可伸入所述所述轴承槽内。Optionally, the drawing structure further includes a rotatably arranged stopper and a spring acting elastically on the free end of the stopper, at least part of the free end of the stopper can extend into the bearing groove Inside.

可选地,所述挡块为楔形。Optionally, the stopper is wedge-shaped.

可选地,所述上座体上可转动地安装有第二防护板。Optionally, a second protective plate is rotatably mounted on the upper base.

可选地,用以实现所述第二防护板转动的转动结构包括固设在所述第二防护板的合页和连接所述合页的连接杆,所述连接杆用以连接在所述上座体上。Optionally, the rotating structure used to realize the rotation of the second protective plate includes a hinge fixed on the second protective plate and a connecting rod connected to the hinge, and the connecting rod is used to connect to the On the upper body.

可选地,所述连接杆包括多个杆体和用以使不同杆体可活动套接的伸缩结构,所述伸缩结构安装有弹簧按钮。Optionally, the connecting rod includes a plurality of rod bodies and a telescopic structure for movably socketing different rod bodies, and the telescopic structure is equipped with a spring button.

以上提供的承插可爬升式井架作业防护装置,在实施电梯井作业的防护时,首先,通过竖向液压顶升器调节横向液压顶升器至指定的支撑范围后,操作横向液压顶升器直至其支撑在至少电梯井壁上,此时完成了架体在电梯井壁内的固定支撑。实施电梯井作业的作业人员可进入上座体、下座体之间的空间内,起到了对作业人员的安全防护。本防护装置打破现有技术采用钢管搭设电梯井架的模式,可进行上下移动爬升,为电梯井作业安装提供作业面,极大提高了作业环境的安全性;同时在保证安全的前提下,安拆效率提高,可重复利用,降低防护成本。The socket climbable derrick operation protection device provided above, when implementing the protection of the elevator shaft operation, firstly, after adjusting the horizontal hydraulic jack to the specified support range through the vertical hydraulic jack, operate the horizontal hydraulic jack Until it is supported on at least the elevator shaft wall, the fixed support of the frame body in the elevator shaft wall is completed at this time. Operators who carry out elevator shaft operations can enter the space between the upper base body and the lower base body, which provides safety protection for the operators. This protection device breaks the existing mode of using steel pipes to erect the elevator derrick, and can move up and down to provide a working surface for the installation of the elevator shaft, which greatly improves the safety of the working environment; Increased efficiency, reusable, and reduced protection costs.

附图说明Description of drawings

下面结合附图,通过对本申请的具体实施方式详细描述,将使本申请的技术方案及其它有益效果显而易见。The technical solutions and other beneficial effects of the present application will be apparent through the detailed description of the specific embodiments of the present application below in conjunction with the accompanying drawings.

图1为本申请实施例提供的承插可爬升式井架作业防护装置的一工作状态示意图。Fig. 1 is a schematic diagram of a working state of a socket climbable derrick operation protection device provided by an embodiment of the present application.

图2为本申请实施例提供的插座组件的结构示意图。FIG. 2 is a schematic structural diagram of a socket assembly provided by an embodiment of the present application.

图3为本申请实施例提供的第一防护板的立体结构示意图。FIG. 3 is a schematic perspective view of the first protective plate provided by the embodiment of the present application.

图4为本申请实施例提供的第一防护板的侧视图。Fig. 4 is a side view of the first protective plate provided by the embodiment of the present application.

图5为本申请实施例提供的第二防护板的结构示意图。FIG. 5 is a schematic structural diagram of a second protective plate provided by an embodiment of the present application.

图6为本申请实施例提供的架体为单节的施工场景的工作状态示意图。Fig. 6 is a schematic diagram of a working state of a construction scene where the frame body is a single section provided by the embodiment of the present application.

图7为本申请实施例提供的架体为多节的施工场景的工作状态示意图。FIG. 7 is a schematic diagram of a working state of a construction scene with a multi-section frame body provided by an embodiment of the present application.

其中,图中元件标识如下:Among them, the components in the figure are marked as follows:

11-上座体;12-下座体;21-插座;22-底座;30-横向液压顶升器;40-竖向液压顶升器;51-第一防护板;52-第二防护板;60-滑滚组件;71-支撑轴;72-滚轮;73-轴承槽;74-挡块;75-弹簧;81-合页;82-连接杆;83-第二挂钩;84-弹簧按钮;91-第一挂钩;92-防护栏;200-剪力墙;300-槽钢轨道。11-upper base; 12-lower base; 21-socket; 22-base; 30-horizontal hydraulic lifter; 40-vertical hydraulic lifter; 51-first protective plate; 52-second protective plate; 60-sliding and rolling assembly; 71-support shaft; 72-roller; 73-bearing groove; 74-block; 75-spring; 81-hinge; 82-connecting rod; 83-second hook; 84-spring button; 91-first hook; 92-protective fence; 200-shear wall; 300-channel steel track.

具体实施方式detailed description

下面将结合本申请实施例中的附图,对本申请实施例中的技术方案进行清楚、完整地描述。显然,所描述的实施例仅仅是本申请一部分实施例,而不是全部的实施例。基于本申请中的实施例,本领域技术人员在没有作出创造性劳动前提下所获得的所有其他实施例,都属于本申请保护的范围。The technical solutions in the embodiments of the present application will be clearly and completely described below in conjunction with the drawings in the embodiments of the present application. Apparently, the described embodiments are only some of the embodiments of this application, not all of them. Based on the embodiments in this application, all other embodiments obtained by those skilled in the art without making creative efforts belong to the scope of protection of this application.

在本申请的描述中,需要理解的是,术语“第一”、“第二”仅用于描述目的,而不能理解为指示或暗示相对重要性或者隐含指明所指示的技术特征的数量。由此,限定有“第一”、“第二”的特征可以明示或者隐含地包括一个或者更多个所述特征。在本申请的描述中,“多个”的含义是两个或两个以上,除非另有明确具体的限定。In the description of the present application, it should be understood that the terms "first" and "second" are used for description purposes only, and cannot be interpreted as indicating or implying relative importance or implicitly indicating the quantity of indicated technical features. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of said features. In the description of the present application, "plurality" means two or more, unless otherwise specifically defined.

在本申请的描述中,需要说明的是,除非另有明确的规定和限定,术语“安装”、“相连”、“连接”应做广义理解,例如,可以是固定连接,也可以是可拆卸连接,或一体地连接;可以是机械连接,也可以是电连接或可以相互通讯;可以是直接相连,也可以通过中间媒介间接相连,可以是两个元件内部的连通或两个元件的相互作用关系。对于本领域的普通技术人员而言,可以根据具体情况理解上述术语在本申请中的具体含义。In the description of this application, it should be noted that unless otherwise specified and limited, the terms "installation", "connection", and "connection" should be understood in a broad sense, for example, it can be a fixed connection or a detachable connection. Connected, or integrally connected; it can be mechanically connected, or electrically connected, or can communicate with each other; it can be directly connected, or indirectly connected through an intermediary, and it can be the internal communication of two components or the interaction of two components relation. Those of ordinary skill in the art can understand the specific meanings of the above terms in this application according to specific situations.

下文的公开提供了许多不同的实施方式或例子用来实现本申请的不同结构。为了简化本申请的公开,下文中对特定例子的部件和设置进行描述。当然,它们仅仅为示例,并且目的不在于限制本申请。此外,本申请可以在不同例子中重复参考数字和/或参考字母,这种重复是为了简化和清楚的目的,其本身不指示所讨论各种实施方式和/或设置之间的关系。此外,本申请提供了的各种特定的工艺和材料的例子,但是本领域普通技术人员可以意识到其他工艺的应用和/或其他材料的使用。The following disclosure provides many different implementations or examples for implementing different structures of the present application. To simplify the disclosure of the present application, components and arrangements of specific examples are described below. Of course, they are examples only and are not intended to limit the application. Furthermore, the present application may repeat reference numerals and/or reference letters in various instances, such repetition is for simplicity and clarity and does not in itself indicate a relationship between the various embodiments and/or arrangements discussed. In addition, various specific process and material examples are provided herein, but one of ordinary skill in the art may recognize the use of other processes and/or the use of other materials.

请参考图1,本申请提供一种承插可爬升式井架作业防护装置,包括:Please refer to Figure 1, this application provides a socket climbable derrick operation protection device, including:

一由上座体11、下座体12装配形成的架体,上述架体上设有竖向液压顶升器40、横向液压顶升器30、滑滚组件60;A frame body formed by assembling the upper base body 11 and the lower base body 12, the above frame body is provided with a vertical hydraulic jack 40, a horizontal hydraulic jack 30, and a slide-roll assembly 60;

上述竖向液压顶升器40,其动力输出杆固接上述上座体11或下座体12以调整上述上座体11、下座体12之间的竖向距离;The above-mentioned vertical hydraulic jack 40, its power output rod is fixedly connected to the above-mentioned upper base body 11 or the lower base body 12 to adjust the vertical distance between the above-mentioned upper base body 11 and the lower base body 12;

上述横向液压顶升器30,用以支撑在至少电梯井壁上,例如电梯井壁的剪力墙200上;The above-mentioned horizontal hydraulic jack 30 is used to support at least on the elevator shaft wall, such as the shear wall 200 of the elevator shaft wall;

值得补充的是,对于上述架体,前文已述“实施电梯井作业的作业人员可进入上座体11、下座体12之间的空间内”,即上座体11、下座体12之间所围成一用以供作业人员实施电梯井作业的操作空间。It is worth adding that, for the above-mentioned frame body, it has been mentioned above that "operators who perform elevator shaft operations can enter the space between the upper base body 11 and the lower base body 12", that is, the space between the upper base body 11 and the lower base body 12 Enclose an operating space for operators to carry out elevator shaft operations.

为了便于对此处操作空间的防护,可在架体的该操作空间的外围设置防护栏92杆。关于防护栏92杆的结构可采用所属领域技术人员容易想到的,例如被广泛应用至建筑结构上常见形式。In order to facilitate the protection of the operating space here, a guardrail 92 bar can be set on the periphery of the operating space of the frame body. The structure of the guard rail 92 can be easily imagined by those skilled in the art, such as a common form widely used in building structures.

当然,为了方便防护栏92杆对电梯井作业人员的进入,防护栏92可设置成可抽拉或可转动地活动方式安装在架体上。需要注意的是,防护栏92不仅可以为电梯井安装施工过程提供防护,也对楼层内的电梯井门进行防护,充当定型化围挡,从而减少定型化围挡的使用,降低了成本。Of course, in order to facilitate the entry of the guardrail 92 rods to the operators of the elevator shaft, the guardrail 92 can be set to be mounted on the frame body in a movable manner that can be pulled or rotated. It should be noted that the guardrail 92 can not only provide protection for the installation and construction process of the elevator shaft, but also protect the elevator shaft door in the floor, acting as a stereotyped enclosure, thereby reducing the use of stereotyped enclosures and reducing costs.

上座体11、下座体12可采用方形的板状体或框状体等任意能够实现支撑形式。The upper seat body 11 and the lower seat body 12 can adopt any supporting form such as a square plate-shaped body or a frame-shaped body.

由前文表述“竖向液压顶升器40的动力输出杆固接上述上座体11或下座体12以调整上述上座体11、下座体12之间的竖向距离”,已非常容易地被所属领域技术人员想到的是,竖向液压顶升器40的动力源部分可设置在上座体11上,对应地,竖向液压顶升器40的动力输出杆固接下座体12。当然,竖向液压顶升器40的动力源部分可设置在下座体12上,对应地,竖向液压顶升器40的动力输出杆固接上座体11。From the previous expression "the power output rod of the vertical hydraulic jack 40 is fixedly connected to the above-mentioned upper base body 11 or the lower base body 12 to adjust the vertical distance between the above-mentioned upper base body 11 and the lower base body 12", it has been very easily obtained. Those skilled in the art would think that the power source part of the vertical hydraulic jack 40 can be arranged on the upper base body 11 , and correspondingly, the power output rod of the vertical hydraulic jack 40 is fixed to the lower base body 12 . Certainly, the power source part of the vertical hydraulic jack 40 can be arranged on the lower base body 12 , and correspondingly, the power output rod of the vertical hydraulic jack 40 is fixedly connected to the upper base body 11 .

关于上述横向液压顶升器30、竖向液压顶升器40的实现方式,可以是被广泛应用的液压推杆、液压千斤顶等形式,不限于如此。Regarding the implementation of the above-mentioned horizontal hydraulic jack 30 and vertical hydraulic jack 40, it may be in the form of widely used hydraulic push rods, hydraulic jacks, etc., and is not limited thereto.

竖向液压顶升器40的数量,可以为图1所示的四个,即安装在上座体11或下座体12的四个边角处。The number of vertical hydraulic jacks 40 can be four as shown in FIG. 1 , that is, they are installed at the four corners of the upper base body 11 or the lower base body 12 .

横向液压顶升器30的数量,可以为图1所示的二个,各安装在上座体11、下座体12上,当然也可根据实际需要而调整横向液压顶升器30的数量。The quantity of horizontal hydraulic lifter 30 can be two shown in Figure 1, each is installed on the upper base body 11, lower base body 12, certainly also can adjust the quantity of lateral hydraulic lifter 30 according to actual needs.

前文表述“横向液压顶升器30用以支撑在至少电梯井壁”,表明横向液压顶升器30支撑的位置在不仅仅局限在电梯井壁上,例如楼板。具体而言,对于架体为单节的施工场景,横向液压顶升器30的一端支撑在楼板,另一端支撑在电梯井壁上(例如电梯井壁的剪力墙200的槽钢轨道300内)。对于架体为多节的施工场景,横向液压顶升器30仅仅支撑在电梯井壁上(例如支撑在剪力墙200和结构梁上)。The above expression "the horizontal hydraulic jack 30 is used to support at least the elevator shaft wall" indicates that the position supported by the horizontal hydraulic jack 30 is not limited to the elevator shaft wall, such as the floor. Specifically, for the construction scene where the frame body is a single section, one end of the horizontal hydraulic jack 30 is supported on the floor, and the other end is supported on the elevator shaft wall (for example, in the channel steel track 300 of the shear wall 200 of the elevator shaft wall ). For the construction scene where the frame body is multi-section, the lateral hydraulic jack 30 is only supported on the elevator shaft wall (for example, supported on the shear wall 200 and the structural beam).

为了进一步提高电梯井壁对架体的横向支撑,并同时降低架体对电梯井壁施加的过大的反作用力而造成剪力墙200的破坏,还包括滑滚组件60,用以滚动在安装在所述剪力墙200的槽钢轨道内。In order to further improve the lateral support of the elevator shaft wall to the frame body, and at the same time reduce the damage to the shear wall 200 caused by the excessive reaction force exerted by the frame body on the elevator shaft wall, a sliding and rolling assembly 60 is also included, which is used for rolling when installing In the channel steel track of the shear wall 200 .

。此处,表述“滑滚组件60,用以滚动在安装在上述剪力墙200的槽钢轨道300内”,容易联想到滑滚组件60构造的实现方式,例如滑动杆和固设在滑动杆端部的行走轮。. Here, the expression "sliding and rolling assembly 60 is used to roll in the channel steel track 300 installed in the above-mentioned shear wall 200" is easily associated with the realization of the structure of sliding and rolling assembly 60, such as sliding rods and fixed on the sliding rods. Traveling wheels at the end.

与滑滚组件60相配合的槽钢轨道300,可以是具有条形槽的U型槽钢。槽钢轨道300沿电梯井壁内的高度方向竖直延伸,当然也允许沿误差范围内的倾斜角度设置。槽钢轨道300的数量可为二条或多于二条形式。The channel steel track 300 matched with the sliding-roller assembly 60 may be a U-shaped channel steel with bar-shaped grooves. The channel steel track 300 extends vertically along the height direction inside the elevator shaft wall, and of course it is also allowed to be arranged along an inclination angle within the error range. The number of channel steel rails 300 can be two or more than two.

应当注意的是,对于架体为单节的施工场景,可省略滑滚组件60的设置,此时依赖于横向液压顶升器30在电梯井壁和楼板的支撑,足可以获得对架体的较大的支撑力。而且,在架体为单节的施工场景中,架体整体结构不存在拼接结构,避免了因拼接结构所导致的架体不稳固的问题。It should be noted that for the construction scene where the frame body is a single section, the setting of the slide-roll assembly 60 can be omitted. At this time, relying on the support of the horizontal hydraulic jack 30 on the elevator shaft wall and floor, the support for the frame body can be obtained. Greater support. Moreover, in the construction scene where the frame body is a single section, there is no splicing structure in the overall structure of the frame body, which avoids the problem of unstable frame body caused by the splicing structure.

参考图2,在一些典型的实施方案中,上述架体上设有用以使不同的架体插接的插座21组件,上述插座21组件包括设置于上述上座体11上的插座21件和设置于上述下座体12上的底座22件。With reference to Fig. 2, in some typical implementations, the above-mentioned frame is provided with a socket 21 assembly for plugging in different frames, and the above-mentioned socket 21 assembly includes a socket 21 arranged on the above-mentioned upper seat 11 and arranged on 22 bases on the above-mentioned lower seat body 12.

以此,通过插座21组件,能够通过插入方式实现多个架体的拼接,以满足电梯井作业的楼层数的需要。具体而言,若待施工作业电梯井作业的楼层数为一层,此时单个架体能适配一层楼层电梯井的作业需要。如待施工作业电梯井作业的楼层数为多层,单个架体无法适配一层楼层电梯井的作业需要时,可将多个架体进行拼接。In this way, through the assembly of the socket 21, the splicing of multiple rack bodies can be realized by inserting, so as to meet the needs of the number of floors in the elevator shaft operation. Specifically, if the number of floors to be operated by the elevator shaft is one floor, a single frame body can meet the operation needs of the elevator shaft on one floor. If the number of floors of the elevator shaft to be constructed is multi-layered, and a single frame cannot meet the operation needs of the elevator shaft on one floor, multiple frames can be spliced.

应当能够想到的是,实现不同架体拼接的结构形式,不局限于上述插座21组件的形式,还可为卡接、螺接等,不作具体展开。It should be conceivable that the structural form for realizing splicing of different racks is not limited to the form of the above-mentioned socket 21 assembly, but may also be clamping, screwing, etc., which will not be described in detail.

参考图3,在一些典型的实施方案中,上述上座体11上可抽拉地安装有第一防护板。Referring to FIG. 3 , in some typical embodiments, a first protective plate is drawably mounted on the upper base body 11 .

以此,通过第一防护板不仅能够实现井道的全面覆盖防护,防止高空坠物,而且为作业人员提供完好的作业平台,以最大程度的降低危险性。In this way, the first protective plate can not only realize the full coverage protection of the shaft, prevent falling objects from height, but also provide operators with a complete working platform to minimize the risk.

再次参考图3,作为第一防护板构造的一种可示范地实现方式,用以实现上述第一防护板抽拉的抽拉结构包括固设于上述第一防护板上的支撑轴71、固设在上述支撑轴71上的滚轮72和供上述滚轮72滚动的轴承槽73,上述轴承槽73固设在上述上座体11上。Referring again to FIG. 3 , as an exemplary realization of the structure of the first protective plate, the drawing structure used to realize the drawing of the first protective plate includes a support shaft 71 fixed on the first protective plate, a fixed The roller 72 provided on the support shaft 71 and the bearing groove 73 for the roller 72 to roll, the bearing groove 73 is fixed on the upper base 11 .

以此,当需要实现第一防护板的抽拉操作时,支撑轴71的滚轮72嵌入轴承槽73内,通过滚轮72的转动,实现第一防护板的直线滑动。In this way, when the pulling operation of the first protective plate needs to be realized, the roller 72 of the support shaft 71 is inserted into the bearing groove 73 , and the linear sliding of the first protective plate is realized through the rotation of the roller 72 .

抽拉结构的数量,可根据第一防护板的实际支撑效果来设置,其数量可为图3所表示的二个。The number of pull-out structures can be set according to the actual supporting effect of the first protective plate, and its number can be two as shown in FIG. 3 .

参考图4,,上述抽拉结构还包括可转动地设置的挡块74和用以弹力作用于上述挡块74自由端的弹簧75,上述挡块74的自由端至少部分可伸入上述上述轴承槽73内。Referring to Fig. 4, the above-mentioned drawing structure also includes a rotatably arranged stopper 74 and a spring 75 for elastically acting on the free end of the above-mentioned stopper 74, the free end of the above-mentioned stopper 74 can at least partly extend into the above-mentioned bearing groove Within 73.

以此,通过弹簧75和挡块74的设置,当外力按压挡块74时,弹簧75被压缩,使挡块74脱离对支撑轴71的抵紧,此时第一防护板的抽拉被解除锁定,可外力抽拉第一防护板;当撤销外力按压时,弹簧75恢复形变以维持挡块74对支撑轴71的抵紧,此时第一防护板的抽拉被锁定,即便外力抽拉第一防护板,第一防护板也不会被拉动。In this way, through the setting of the spring 75 and the stopper 74, when the external force presses the stopper 74, the spring 75 is compressed, so that the stopper 74 breaks away from the support shaft 71, and at this time, the pulling of the first protective plate is released. Locking, the first protective plate can be pulled by external force; when the external force is removed, the spring 75 recovers to deform to maintain the tightness of the stopper 74 against the support shaft 71. At this time, the pulling of the first protective plate is locked, even if the external force is pulled The first fender, the first fender will also not be pulled.

为了便于挡块74对支撑轴71的抵紧,上述挡块74为楔形。In order to facilitate the pressing of the stopper 74 against the support shaft 71, the above-mentioned stopper 74 is wedge-shaped.

以此,通过楔形的“尖”部,用以接触支撑轴71。In this way, the wedge-shaped "tip" is used to contact the support shaft 71 .

参考图5,在一些典型的实施方案中,上述上座体11上可转动地安装有第二防护板52。Referring to FIG. 5 , in some typical embodiments, a second protective plate 52 is rotatably mounted on the upper base body 11 .

以此,通过第二防护板52不仅能够实现井道的全面覆盖防护,防止高空坠物,而且为作业人员提供完好的作业平台,以最大程度的降低危险性。In this way, the second protective plate 52 can not only realize the full coverage and protection of the hoistway to prevent falling objects, but also provide operators with a complete working platform to minimize the danger.

应当注意的是,在实际设计时,第一防护板可布设在上座体11或下座体12的边部,第二防护板52可布设在在上座体11或下座体12的角部,这样通过第一防护板、第二防护板52在上座体11或下座体12的不同位置的布设,达到对全方位的防护。It should be noted that in actual design, the first protective plate can be arranged on the edge of the upper base body 11 or the lower base body 12, and the second protective plate 52 can be arranged on the corner of the upper base body 11 or the lower base body 12, In this way, all-round protection is achieved through the arrangement of the first protective plate and the second protective plate 52 at different positions of the upper base body 11 or the lower base body 12 .

再次参考图5,为了便于第二防护板52的伸展,用以实现上述第二防护板52转动的转动结构包括固设在上述第二防护板52的合页81和连接上述合页81的连接杆82,上述连接杆82用以连接在上述上座体11上。Referring to FIG. 5 again, in order to facilitate the extension of the second protective plate 52, the rotating structure for realizing the rotation of the second protective plate 52 includes a hinge 81 fixed on the second protective plate 52 and a connection connecting the hinge 81. Rod 82 , the above-mentioned connecting rod 82 is used to connect to the above-mentioned upper base body 11 .

以此,在撤销连接杆82与第二防护板52的连接后,外力扳动第二防护板52,便可将第二防护板52收叠,以降低不使用时,整个架体的收纳。或者在待电梯井作业的井壁宽度较窄时,可收起第二防护板52。In this way, after the connection between the connecting rod 82 and the second protective plate 52 is cancelled, the second protective plate 52 can be pulled by an external force, and the second protective plate 52 can be folded to reduce the storage of the whole frame when not in use. Or when the width of the shaft wall to be operated in the elevator shaft is narrow, the second protective plate 52 can be folded away.

这里,合页81可为被广泛应用至房间门的结构。Here, the hinge 81 may be a structure widely applied to room doors.

作为前文“上述连接杆82用以连接在上述上座体11上”的一种可示范地实现方式,连接杆82远离合页81的端部设置有第二挂钩83。通过第二挂钩83的挂接,方便于连接杆82与上座体11的连接或解除连接。As an exemplary realization of the aforementioned "the above-mentioned connecting rod 82 is used to connect to the above-mentioned upper base body 11", a second hook 83 is provided at the end of the connecting rod 82 away from the hinge 81 . Through the hooking of the second hook 83 , it is convenient to connect or disconnect the connecting rod 82 and the upper base body 11 .

再次参考图5,在一些典型的实施方案中,上述连接杆82包括多个杆体和用以使不同杆体可活动套接的伸缩结构,上述伸缩结构安装有弹簧按钮84。Referring again to FIG. 5 , in some typical embodiments, the connecting rod 82 includes a plurality of rod bodies and a telescopic structure for movably socketing different rod bodies, and a spring button 84 is mounted on the telescopic structure.

以此,通过外力按压弹簧按钮84,此时伸缩结构丧失了弹簧按钮84的“插入”,不同杆体能够进行伸缩操作;当撤销外力按压时,弹簧按钮84在弹簧75的弹力作用下,自动“插入”伸缩结构内,不同杆体的伸缩操作被锁定,此时能够维持已调节好整个杆体的伸缩长度。In this way, the spring button 84 is pressed by an external force. At this time, the telescopic structure loses the "insertion" of the spring button 84, and different rods can perform telescopic operations; Insert into the telescopic structure, the telescopic operation of different rods is locked, and at this time, the adjusted telescopic length of the entire rod can be maintained.

参考图1,在一个典型的实施方案中,上述上座体11设有第一挂钩91。Referring to FIG. 1 , in a typical embodiment, the upper base body 11 is provided with a first hook 91 .

以此,通过第一挂钩91实现了采用相关设备对架体的吊拉,便于架体通过滑滚组件60移动在电梯井道内。In this way, through the first hook 91 , the hoisting and pulling of the frame body by related equipment is realized, which facilitates the frame body to move in the elevator shaft through the slide-roll assembly 60 .

现在针对一个常见的应用场景中,来阐述采用本申请防护装置实施电梯井作业的操作过程。应当注意的是,此常见的实施方案不可作为理解本申请所声称所要解决技术问题的必要性特征认定的依据,其仅仅是示范而已。Now, for a common application scenario, the operation process of using the protection device of the present application to implement elevator shaft operations will be described. It should be noted that this common implementation cannot be used as the basis for understanding the necessary features to understand the technical problem claimed by the application, and it is only a demonstration.

参考图1-图5,施工流程如下:Referring to Figure 1-Figure 5, the construction process is as follows:

按照装置的两种施工方法作以下详细说明:According to the two construction methods of the device, the following details are given:

第一种为,如图6所示的单节装置施工(该方法适用低层建筑,只需为当前施工层提供作业平台和电梯井防护)。The first type is, as shown in Figure 6, single-section device construction (this method is suitable for low-rise buildings, and only needs to provide working platforms and elevator shaft protection for the current construction layer).

S1、安装U型槽钢轨道300:按照楼层施工完成状态,沿着构成电梯井臂的剪力墙200一侧安装相应高度的两条槽钢轨道300(U型槽钢轨道300按照楼层高度在其内部设置角钢)槽钢轨道300宽度微大于横向液压顶升器30。S1. Install U-shaped channel steel track 300: according to the completed state of the floor construction, install two channel steel track 300 of corresponding height along the side of the shear wall 200 that constitutes the elevator shaft arm (U-shaped channel steel track 300 is located according to the height of the floor. Angle steel) channel steel track 300 width is slightly larger than horizontal hydraulic jacking device 30 in its interior.

S2、吊放井架:待二层楼层施工完成后即可通过塔吊将单节井架于电梯井中。S2. Lifting the derrick: After the construction of the second floor is completed, the single-section derrick can be placed in the elevator shaft by the tower crane.

S3、启动竖向液压顶升器40:待井架上部吊放至二层楼板高度后,启动竖向液压顶升器40,调节架体的下座体12的下部位置至首层底板高度。S3. Start the vertical hydraulic jacking device 40: after the upper part of the derrick is hoisted to the height of the second floor, start the vertical hydraulic jacking device 40, and adjust the lower position of the lower base body 12 of the frame body to the height of the first floor floor.

S4、启动横向液压顶升器30:待架体调节好高度后,启动横向液压顶升器30,并校正对准U型槽钢轨道300,直至一端卡在槽钢轨道300内部的角钢上,一端搭在楼板上。S4. Start the horizontal hydraulic jacking device 30: after the height of the frame body is adjusted, start the horizontal hydraulic jacking device 30, and align it with the U-shaped channel steel track 300 until one end is stuck on the angle steel inside the channel steel track 300, One end rests on the floor.

S5、松开吊绳:待横向液压顶升器30伸开到指定位置后,松开第一吊钩上的吊绳。S5. Loosen the sling: after the horizontal hydraulic jack 30 is stretched to the designated position, release the sling on the first hook.

S6、展开第一防护板、第二防护板52:待架体放置完成后,按压挡块74,滑动滚轮72,伸开防护板;按压弹簧按钮84,伸长连接杆82,放下第二防护板52;从而实现电梯井全覆盖防护,且为装置所在层电梯井门处提供防护栏92杆防护,减少定型化围挡的使用。S6. Expand the first protective plate and the second protective plate 52: after the frame body is placed, press the block 74, slide the roller 72, and stretch the protective plate; press the spring button 84, extend the connecting rod 82, and put down the second protective plate Plate 52; thereby realizing the full coverage protection of the elevator shaft, and providing protection with a guardrail 92 rods for the elevator shaft door on the floor where the device is located, reducing the use of stereotyped enclosures.

S7、爬升井架:待第三层楼板施工完成后,收回所有第一防护板、第二防护板52;再收缩位于上座体11上的横向液压顶升器30,启动竖向液压顶升器40,伸展至位于上座体11上的横向液压顶升器30底标高与楼板平齐;启动位于上座体11上的横向液压顶升器30至一端卡在槽钢轨道300内部的角钢上,一端搭在楼板上;收缩位于下座体12上的横向液压顶升器30,启动收缩竖向液压顶升器40至位于下座体12上的横向液压顶升器30的底标高与二层楼板平齐;启动下座体12上的横向液压顶升器30至一端卡在槽钢轨道300内部的角钢上,一端搭在楼板上;最后再伸展开所有防护板,即完成第一次爬升。S7. Climbing derrick: After the construction of the third floor is completed, retract all the first protective boards and second protective boards 52; shrink the horizontal hydraulic jacking device 30 located on the upper body 11, and start the vertical hydraulic jacking device 40 , extend until the bottom elevation of the horizontal hydraulic jack 30 on the upper base 11 is flush with the floor; start the horizontal hydraulic jack 30 on the upper base 11 until one end is stuck on the angle steel inside the channel steel track 300, and one end rests on the On the floor; shrink the horizontal hydraulic jack 30 positioned on the lower base body 12, start to shrink the vertical hydraulic jack 40 until the bottom level of the horizontal hydraulic jack 30 positioned on the lower base body 12 is level with the second floor Qi; Start the horizontal hydraulic jacking device 30 on the lower base body 12 until one end is stuck on the angle steel inside the channel steel track 300, and one end rests on the floor; finally stretch out all the protective plates to complete the first climb.

S8、循环上述步骤,依次爬升为电梯井提供作业平台和防护。S8. Repeat the above steps to climb up in sequence to provide the working platform and protection for the elevator shaft.

第二种为,如图7所示的,多节装置施工(该方法适用高层、超高层建筑,此时需随着楼层增加,需要不断有单节装置进行拼接,待最后施工完毕才可拆除,为所有施工层提供作业平台和电梯井防护)The second is, as shown in Figure 7, multi-section device construction (this method is suitable for high-rise and super high-rise buildings. At this time, as the floor increases, it is necessary to continuously have single-section devices for splicing, and it can only be dismantled after the final construction is completed. , providing work platform and elevator shaft protection for all construction floors)

S1、安装U型槽钢轨道300:按照楼层施工完成状态,沿着构成电梯井臂的剪力墙200一侧安装相应高度的两条槽钢轨道300,槽钢轨道300宽度微大于滑滚组件60。S1. Install U-shaped channel steel track 300: according to the completion status of the floor construction, install two channel steel track 300 of corresponding height along the side of the shear wall 200 constituting the elevator shaft arm. The width of the channel steel track 300 is slightly larger than that of the slide-roller assembly 60.

S2、伸开滑滚组件60:伸开滑滚组件60超井架边300mm。S2. Stretch the slide-roll assembly 60: Stretch the slide-roll assembly 60 beyond the derrick edge by 300mm.

S3、吊放井架:待二层楼层施工完成后即可通过塔吊将单节井架顺着U型槽钢轨道300,并将滑滚组件60卡入U型槽钢轨道300中,顺滑而下于电梯井中直至到电梯井底部,从而最大程度减少吊放井架过程对结构产生的撞击破坏。S3, hoisting the derrick: after the construction of the second floor is completed, the single-section derrick can be moved along the U-shaped channel steel track 300 by the tower crane, and the sliding and rolling assembly 60 is inserted into the U-shaped channel steel track 300, and it goes down smoothly In the elevator shaft until it reaches the bottom of the elevator shaft, so as to minimize the impact damage to the structure during the process of hoisting the derrick.

S4、启动竖向液压顶升器40:启动竖向液压顶升器40,待位于上座体11上的横向液压顶升器30顶标高与楼板相差5-25CM时(此为最佳位置,主要考虑防护板能够搭设在楼板或梁上),即可停止竖向液压顶升器40。S4, start the vertical hydraulic jacking device 40: start the vertical hydraulic jacking device 40, when the elevation of the horizontal hydraulic jacking device 30 on the upper body 11 differs from the floor by 5-25 cm (this is the best position, mainly Considering that the protective plate can be erected on the floor or the beam), the vertical hydraulic jack 40 can be stopped.

S5、启动横向液压顶升器30:待装置调节好高度后,启动横向液压顶升器30,直至一端顶住结构梁上,一端顶住剪力墙200上,从而确保井架的稳定性。S5. Start the horizontal hydraulic jacking device 30: after the height of the device is adjusted, start the horizontal hydraulic jacking device 30 until one end supports the structural beam and the other end supports the shear wall 200, thereby ensuring the stability of the derrick.

S6、松开吊绳:待横向液压顶升器30伸开顶住两边后,松开吊钩上的吊绳。S6, release the suspension rope: after the horizontal hydraulic jacking device 30 is stretched out to withstand both sides, unclamp the suspension rope on the suspension hook.

S7、展开防护板:待装置放置完成后,按压挡块74,滑动滚轮72,伸开防护板;按压弹簧按钮84,伸长伸缩杆,放下角防护板;从而实现电梯井全覆盖防护,且为装置所在层电梯井门处提供防护栏92杆防护,减少定型化围挡的使用。S7. Expand the protective plate: after the device is placed, press the stopper 74, slide the roller 72, and stretch the protective plate; press the spring button 84, extend the telescopic rod, and put down the corner protective plate; thereby realizing the full coverage of the elevator shaft, and Provide 92-bar protection for the elevator shaft door on the floor where the device is located, reducing the use of stereotyped enclosures.

S8、吊放第二节井架:待第三层楼板施工完成后,吊放第二节井架,直至第一节井架插座21插入第二节井架底座22,插入插销;然后启动横向液压顶升器302,直至一端顶住结构梁上,一端顶住剪力墙200上。S8. Hanging the second derrick: after the construction of the third floor is completed, hang the second derrick until the socket 21 of the first derrick is inserted into the base 22 of the second derrick, insert the pin; then start the horizontal hydraulic jacking device 302, until one end withstands the structural beam, and the other end withstands the shear wall 200.

S9、松开吊绳:待位于下座体12上的横向液压顶升器30伸开顶住两边后,松开吊钩上的吊绳。S9, release the suspension rope: after the horizontal hydraulic jacking device 30 on the lower base body 12 is stretched to withstand both sides, unclamp the suspension rope on the suspension hook.

S10、启动位于上座体11上的横向液压顶升器30:待第四层楼板施工完成后,启动位于上座体11上的横向液压顶升器30,直至一端顶住结构梁上,一端顶住剪力墙200上。S10. Start the horizontal hydraulic jacking device 30 on the upper base 11: after the construction of the fourth floor is completed, start the horizontal hydraulic jacking device 30 on the upper base 11, until one end of the hydraulic jacking device 30 is pressed against the structural beam and the other end against the structural beam. 200 on the shear wall.

S11、展开第一防护板、第二防护板52:按压挡块74,滑动滚轮72,伸开第一防护板;按压弹簧按钮84,伸长伸缩杆,放下的第二防护板52;从而实现电梯井全覆盖防护。S11, unfold the first protective plate and the second protective plate 52: press the block 74, slide the roller 72, stretch the first protective plate; press the spring button 84, extend the telescopic rod, and put down the second protective plate 52; thereby realizing The elevator shaft is fully covered and protected.

S12、后面只需依次循环S8至S11即可。In S12, it is only necessary to cycle through S8 to S11 in turn.

以上所述,仅为本申请较佳的具体实施方式,但本申请的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本申请揭露的技术范围内,可轻易想到的变化或替换,都应涵盖在本申请的保护范围之内。The above is only a preferred embodiment of the present application, but the scope of protection of the present application is not limited thereto. Any skilled person familiar with the technical field can easily think of changes or Replacement should be covered within the protection scope of this application.

Claims (10)

1. The utility model provides a socket joint formula derrick operation protector that can climb which characterized in that includes:
the frame body is formed by assembling an upper seat body and a lower seat body, and a vertical hydraulic jacking device and a transverse hydraulic jacking device are arranged on the frame body;
the power output rod of the vertical hydraulic jacking device is fixedly connected with the upper seat body or the lower seat body so as to adjust the vertical distance between the upper seat body and the lower seat body;
the transverse hydraulic jack is used for supporting at least the elevator shaft wall.
2. The socket raisable mast work guard according to claim 1, further comprising a roller assembly for rolling within a channel rail mounted to the hoistway wall.
3. The protector for operation on a socket liftable derrick of claim 1, wherein the frame body is provided with a socket assembly for inserting different frame bodies, the socket assembly comprising a socket member provided on the upper base body and a base member provided on the lower base body.
4. The socket liftable derrick work protector of claim 1, wherein the upper base body is drawably mounted with a first fender.
5. The protective device for working on a socket climbing derrick according to claim 4, wherein the drawing structure for drawing the first protection plate comprises a support shaft fixed on the first protection plate, a roller fixed on the support shaft, and a bearing groove for rolling the roller, and the bearing groove is fixed on the upper base body.
6. The socket climbing derrick work protector as claimed in claim 5, wherein the pull structure further comprises a stopper rotatably provided and a spring for resiliently acting on a free end of the stopper, the free end of the stopper being at least partially extendable into the bearing groove.
7. The socket liftable derrick work protector of claim 6, wherein the stop is wedge-shaped.
8. The socket liftable derrick work protector of claim 1, wherein a second fender is rotatably mounted to the upper housing.
9. The socket ascending derrick operation protector as claimed in claim 8, wherein the rotation structure for rotating the second protection plate comprises a hinge fixed to the second protection plate and a connecting rod connected to the hinge, the connecting rod being connected to the upper base.
10. The socket liftable derrick work protector of claim 9, wherein the connecting rod comprises a plurality of rods and a telescoping structure for movably telescoping the different rods, the telescoping structure being fitted with a spring button.
CN202211302885.1A 2022-10-24 2022-10-24 A socket and climbable derrick operation protection device Pending CN115613841A (en)

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CN202211302885.1A CN115613841A (en) 2022-10-24 2022-10-24 A socket and climbable derrick operation protection device

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Application Number Priority Date Filing Date Title
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Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108868102A (en) * 2018-07-26 2018-11-23 温州鹿城第三建筑工程有限公司 A kind of construction hanging basket built for municipal works and room
CN110469106A (en) * 2019-09-09 2019-11-19 甘肃第七建设集团股份有限公司 A kind of high rise elevator well jacking formwork system and its construction method
CN111677260A (en) * 2020-06-12 2020-09-18 泰州职业技术学院 A convenient retractable balcony protective frame
CN212689635U (en) * 2020-05-07 2021-03-12 王宏剑 Anti-falling device for building construction
CN213742236U (en) * 2020-10-19 2021-07-20 湖南省第三工程有限公司 Attached lifting scaffold with high safety
CN216276773U (en) * 2021-11-30 2022-04-12 孔凡利 Scaffold for building engineering with safety auxiliary protection structure
CN114635552A (en) * 2022-03-24 2022-06-17 广西建工集团建筑工程总承包有限公司 Elevator shaft lifting construction protection operation platform
CN114658203A (en) * 2022-04-07 2022-06-24 天长市安骄金属制品科技有限公司 Attached scaffold operation panel with prevent weighing down mechanism

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108868102A (en) * 2018-07-26 2018-11-23 温州鹿城第三建筑工程有限公司 A kind of construction hanging basket built for municipal works and room
CN110469106A (en) * 2019-09-09 2019-11-19 甘肃第七建设集团股份有限公司 A kind of high rise elevator well jacking formwork system and its construction method
CN212689635U (en) * 2020-05-07 2021-03-12 王宏剑 Anti-falling device for building construction
CN111677260A (en) * 2020-06-12 2020-09-18 泰州职业技术学院 A convenient retractable balcony protective frame
CN213742236U (en) * 2020-10-19 2021-07-20 湖南省第三工程有限公司 Attached lifting scaffold with high safety
CN216276773U (en) * 2021-11-30 2022-04-12 孔凡利 Scaffold for building engineering with safety auxiliary protection structure
CN114635552A (en) * 2022-03-24 2022-06-17 广西建工集团建筑工程总承包有限公司 Elevator shaft lifting construction protection operation platform
CN114658203A (en) * 2022-04-07 2022-06-24 天长市安骄金属制品科技有限公司 Attached scaffold operation panel with prevent weighing down mechanism

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Application publication date: 20230117