CN220245381U - Can have enough to meet need tower crane operation platform - Google Patents

Can have enough to meet need tower crane operation platform Download PDF

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Publication number
CN220245381U
CN220245381U CN202321447871.9U CN202321447871U CN220245381U CN 220245381 U CN220245381 U CN 220245381U CN 202321447871 U CN202321447871 U CN 202321447871U CN 220245381 U CN220245381 U CN 220245381U
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protection
tower crane
sets
landing stage
rail
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李瑞宇
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China Construction Second Engineering Bureau Co Ltd
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China Construction Second Engineering Bureau Co Ltd
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Abstract

The utility model provides an operating platform of a turnover tower crane, which is provided with four groups of bearing rods, wherein the bearing rods are assembled in a pairwise crossing way and then are arranged on a tower crane cross rod by adopting a holding clamp, a protection trestle is arranged on a rod body extending out of a standard section of the tower crane, the protection trestle is connected with the bearing rods by adopting a protection trestle mounting bolt, the protection trestle is in a two-group structure, the connection part of the two-group structure is connected by adopting four groups of protection trestle split bolts, steel meshes are arranged on the protection trestle, two groups of protection fences are arranged on the outer side of each side of the protection trestle by adopting bolts, and the two groups of protection fences are connected by adopting a protection fence connecting device; can have enough to meet need tower crane operation platform simple structure adopts modularized design preparation according to tower crane standard festival and wall-attached pole construction, and the installation is dismantled conveniently, can provide a safe operation protection platform for tower crane attachment construction, and the appearance is pleasing to the eye, can have enough to meet the need the use many times, practices thrift the cost.

Description

一种可周转塔吊操作平台A revolving tower crane operating platform

技术领域Technical field

本实用新型涉及塔吊辅助安装平台技术领域,具体为一种可周转塔吊操作平台。The utility model relates to the technical field of tower crane auxiliary installation platforms, and is specifically a rotatable tower crane operating platform.

背景技术Background technique

在工程建设中,塔吊作为一种材料垂直运输工具,已经广泛的应用在房屋建筑、桥梁建设当中,随着建筑物设计越来越高,塔吊高度也跟着越来越高,塔吊升高,为保证稳定性,塔身每隔一段距离需要设置附墙杆将塔吊的标准节与建筑主体结构连接固定,从而加固塔吊塔身,增加塔吊的安全性和抗弯曲变形性,在附墙杆的安装过程中,我们需要搭设操作平台,塔吊在需要安装附墙杆时已离地面较高,安装附墙杆是高空临空作业,危险系数较大,在安装附墙杆之前,必须需先搭设一个操作平台,保障施工作业人员的安全;传统的操作平台采用钢管搭设钢管架进行,其安装搭设难度大,风险系数高,安装搭设完成的钢管架又很不规整,又因不同人员的安装搭设水平不同,搭设的钢管架安全系数也不相同,钢管之间采用扣件搭设在塔吊标准节上,其规格尺寸也不匹配,搭设完成后的防护架受力也不均匀,在使用过程中也大大增加了事故风险,为此申请人根据塔吊附墙杆的安装需求,设计制作一个高空安全操作平台,高空安全操作平台根据塔吊标准节的规格尺寸及附墙杆的安装需求设计制作,其结构简单,安拆方便,安全系数高,外形美观,可多次周转使用,节约成本。In engineering construction, tower cranes, as a vertical transportation tool for materials, have been widely used in house construction and bridge construction. As the design of buildings becomes higher and higher, the height of tower cranes also increases. As the tower cranes rise, To ensure stability, wall-attached poles need to be installed at regular intervals on the tower body to connect and fix the standard sections of the tower crane with the main structure of the building, thereby strengthening the tower crane body and increasing the safety and bending deformation resistance of the tower crane. During the installation of wall-attached poles During the process, we need to set up an operating platform. The tower crane is already high above the ground when it is necessary to install the wall-attached poles. Installing the wall-attached poles is an aerial operation at high altitude, which has a high risk factor. Before installing the wall-attached poles, you must first set up a The operating platform ensures the safety of construction workers; the traditional operating platform uses steel pipes to erect steel pipe frames, which is difficult to install and has a high risk factor. Different steel pipe frames have different safety factors. The steel pipes are erected on the standard sections of the tower crane using fasteners. Their specifications and sizes do not match. The stress on the protective frame after the erection is completed is also uneven, which greatly affects the safety of the steel pipe frames during use. This increases the risk of accidents. Therefore, the applicant designed and produced a high-altitude safe operation platform based on the installation requirements of the tower crane's wall-attached poles. The high-altitude safe operation platform was designed and produced according to the specifications and dimensions of the tower crane's standard section and the installation requirements of the wall-attached poles. Its structure is simple. , easy to install and dismantle, high safety factor, beautiful appearance, can be used multiple times, saving costs.

发明内容Contents of the invention

为解决上述技术问题,本发明提出了一种可周转塔吊操作平台,通过设置四组承载杆,承载杆两两交叉组合后采用抱卡安装在塔吊标准节横杆上,在承载杆伸出塔吊标准节外部的杆体上安装防护栈道,防护栈道采用防护栈道安装螺栓与承载杆相连接,防护栈道结构为两组匚型结构,两组匚型结构连接处采用四组防护栈道对拉螺栓连接,防护栈道上设置有钢网片,在防护栈道每方外侧采用螺栓安装两组防护栏,两组防护栏之间采用防护栏连接装置连接;可周转塔吊操作平台结构简单,根据塔吊标准节和附墙杆施工采用模块化设计制作,安装拆卸方便,能为塔吊附着施工提供一个安全的作业防护平台,外形美观,可多次周转使用,节约成本。In order to solve the above technical problems, the present invention proposes a revolving tower crane operation platform. Four sets of load-bearing rods are provided. After the load-bearing rods are crossed and combined in pairs, they are installed on the standard section cross bars of the tower crane using clamps. When the load-bearing rods extend out of the tower crane, A protective plank road is installed on the rod body outside the standard section. The protective plank road is connected to the load-bearing rod using protective plank road installation bolts. The protective plank road structure is two sets of U-shaped structures. The connection between the two groups of U-shaped structures is connected by four sets of protective plank road pull bolts. There are steel mesh sheets on the protective plank road. Two sets of guardrails are installed with bolts on the outside of each side of the protective plank road. The two sets of guardrails are connected by guardrail connecting devices. The structure of the swingable tower crane operation platform is simple. According to the tower crane standard section and attached The wall pole construction adopts modular design and production, which is easy to install and disassemble. It can provide a safe working protection platform for tower crane attachment construction. It has a beautiful appearance and can be used multiple times, saving costs.

为实现上述目的,本发明采取的技术方案是:In order to achieve the above objects, the technical solutions adopted by the present invention are:

一种可周转塔吊操作平台,包括有承载杆、抱卡、防护栈道、防护栏、钢网片、防护栏连接装置、防护栈道安装螺栓和防护栈道对拉螺栓,其特征在于:所述可周转塔吊操作平台设置四组承载杆,所述承载杆安装时两两交叉成井字形结构,所述承载杆通过抱卡安装在塔吊横杆上,所述承载杆伸出塔吊标准节外部杆体上安装防护栈道,所述防护栈道的结构为两组匚型的结构,防护栈道两组匚型结构在连接处采用四组防护栈道对拉螺栓连接,所述防护栈道上设置有钢网片,所述防护栈道外侧安装防护栏,所述防护栈道每方外侧安装两组防护栏,所述防护栏采用螺栓与防护栈道安装固定,两组防护栏之间采用防护栏连接装置连接。A rotatable tower crane operation platform, including a load-bearing rod, a holding card, a protective plank road, a protective fence, a steel mesh, a protective rail connecting device, a protective plank road installation bolt and a protective plank road pulling bolt, characterized in that: the rotatable tower crane The tower crane operation platform is equipped with four sets of load-bearing rods. When the load-bearing rods are installed, they cross in pairs to form a tic-shaped structure. The load-bearing rods are installed on the tower crane cross bars through clamps. The load-bearing rods extend out of the tower crane standard section and are installed on the outer rod body for protection. Plank road, the structure of the protective plank road is two sets of U-shaped structures. The two groups of protective plank road U-shaped structures are connected by four sets of protective plank road pull-bolts at the joints. The protective plank road is provided with steel mesh sheets. The protective plank road is provided with steel mesh. A guardrail is installed on the outside of the plank road, and two sets of guardrails are installed on the outside of each side of the protective plank road. The guardrails are installed and fixed with the protective plank road using bolts, and the two sets of guardrails are connected by a guardrail connecting device.

进一步的,所述可周转塔吊操作平台设置有承载杆,所述承载杆采用100mm*50mm*5mm方管焊接制作而成,承载杆长度3800mm,所述承载杆两两交叉点距离为1200mm处,所述承载杆两两交叉点设置凹口,不同方向的承载杆在交叉点处通过正反凹口咬合,使承载杆处于同一平面上。Furthermore, the rotatable tower crane operation platform is provided with a load-bearing rod. The load-bearing rod is made of welded 100mm*50mm*5mm square tubes. The length of the load-bearing rod is 3800mm. The distance between the intersection points of the two load-bearing rods is 1200mm. Notches are provided at the intersection points of each pair of the load-bearing rods. The load-bearing rods in different directions are engaged at the intersection points through the front and back notches, so that the load-bearing rods are on the same plane.

进一步的,所述可周转塔吊操作平台设置有抱卡,所述抱卡采用16mm镀锌圆钢制作而成,抱卡下部设置20mm厚钢板,在钢板四角设置安装孔,抱卡采用双螺母安装固定。Furthermore, the rotatable tower crane operation platform is provided with a holding card. The holding card is made of 16mm galvanized round steel. A 20mm thick steel plate is provided at the bottom of the holding card. Mounting holes are provided at the four corners of the steel plate. The holding card is installed with double nuts. fixed.

进一步的,所述可周转塔吊操作平台设置有防护栈道,所述防护栈道为结构为两组匚的结构,所述防护栈道采用50mm*50mm*3mm方钢管焊接制作而成,防护栈道的50mm*50mm*3mm方钢管设置间距200mm,所述防护栈道宽800mm,防护栈道长3800mm。Furthermore, the rotatable tower crane operating platform is provided with a protective plank road. The protective plank road has a structure of two groups. The protective plank road is made of welded 50mm*50mm*3mm square steel pipes. The 50mm* protective plank road is The distance between 50mm*3mm square steel pipes is 200mm, the width of the protective plank road is 800mm, and the length of the protective plank road is 3800mm.

进一步的,所述可周转塔吊操作平台设置有防护栏,所述防护栏采用50mm*50mm*3mm方钢管焊接制作而成,防护栏的50mm*50mm*3mm方钢管间距370mm,所述防护栏高900mm,防护栏长1900mm。Furthermore, the rotary tower crane operation platform is equipped with a guardrail. The guardrail is made of welded 50mm*50mm*3mm square steel pipes. The distance between the 50mm*50mm*3mm square steel tubes of the guardrail is 370mm. The guardrail is high. 900mm, the guardrail length is 1900mm.

进一步的,所述可周转塔吊操作平台设置有防护栈道和防护栏,所述防护栈道每方外侧安装两组防护栏,两组防护栏之间采用防护栏连接装置连接,所述防护栏连接装置为一侧设置插接内柱,另一侧设置插接外筒,所述插接内柱上设置限位柱,所述插接外筒上设置限位孔。Further, the rotatable tower crane operation platform is provided with a protective plank road and a guardrail. Two sets of guardrails are installed on each side of the protective plank road. The two sets of guardrails are connected by a guardrail connecting device. The guardrail connecting device A plug-in inner column is provided on one side, and a plug-in outer cylinder is provided on the other side. A limiting column is provided on the plug-in inner column, and a limit hole is provided on the plug-in outer cylinder.

进一步的,所述可周转塔吊操作平台设置有防护栏,所述防护栏之间采用防护栏连接装置连接,所述防护栏连接装置可为对拉螺栓。Further, the rotatable tower crane operation platform is provided with guardrails, and the guardrails are connected by guardrail connecting devices. The guardrail connecting devices may be pull bolts.

本实用新型提供一种可周转塔吊操作平台,通过设置四组承载杆,承载杆两两交叉组合后采用抱卡安装在塔吊标准节横杆上,在承载杆伸出塔吊标准节外部的杆体上安装防护栈道,防护栈道采用防护栈道安装螺栓与承载杆相连接,防护栈道结构为两组匚结构,两组匚结构连接处采用四组防护栈道对拉螺栓连接,防护栈道上设置有钢网片,在防护栈道每方外侧采用螺栓安装两组防护栏,两组防护栏之间采用防护栏连接装置连接;可周转塔吊操作平台结构简单,根据塔吊标准节和附墙杆施工采用模块化设计制作,安装拆卸方便,能为塔吊附着施工提供一个安全的作业防护平台,外形美观,可多次周转使用,节约成本,带来的好处是:The utility model provides a revolving tower crane operation platform. By setting four groups of load-bearing rods, the load-bearing rods are cross-assembled in pairs and installed on the standard section crossbar of the tower crane using clamps. The load-bearing rod extends out of the tower crane standard section on the rod body Install the protective plank road. The protective plank road is connected to the load-bearing rod using protective plank road installation bolts. The protective plank road structure is two groups of structures. The connection between the two groups of structures is connected with four sets of protective plank pull bolts. The protective plank road is equipped with steel mesh sheets. , two sets of guardrails are installed with bolts on the outside of each side of the protective plank road, and the two sets of guardrails are connected by guardrail connecting devices; the swingable tower crane operating platform has a simple structure, and is designed and manufactured according to the construction of standard tower crane sections and wall-attached poles. , easy to install and disassemble, can provide a safe working protection platform for tower crane attachment construction, beautiful appearance, can be used multiple times, saving costs, the benefits are:

1、可周转塔吊操作平台的结构简单,采用模块化,标准化的设计制作生产,安装拆卸方便,能为塔吊附着施工提供一个安全的作业防护平台;1. The swiveling tower crane operating platform has a simple structure, adopts modular and standardized design, production and production, and is easy to install and disassemble. It can provide a safe working protection platform for tower crane attachment construction;

2、可周转塔吊操作平台采用标准化的方管焊接制作而成,根据塔吊标准节的规格尺寸及附墙杆的安装需求设计制作而成,具备较高的安全性,其外观美观,施工成本低;2. The swiveling tower crane operating platform is made of standardized square tube welding. It is designed and manufactured according to the specifications and dimensions of the tower crane's standard sections and the installation requirements of the attached wall poles. It has high safety, beautiful appearance and low construction cost. ;

2、可周转塔吊操作平台可循环使用,安拆方便,降本增效。2. The revolving tower crane operating platform can be used repeatedly, making installation and disassembly easy, reducing costs and increasing efficiency.

附图说明Description of drawings

图1为本实用新型整体结构示意图;Figure 1 is a schematic diagram of the overall structure of the utility model;

图2为本实用新型整体结构俯视结构示意图Figure 2 is a schematic top view of the overall structure of the utility model.

图3为本实用新型局部结构示意图一;Figure 3 is a partial structural diagram of the utility model;

图4为本实用新型局部结构示意图二;Figure 4 is a schematic diagram 2 of the partial structure of the utility model;

图5为本实用新型局部结构示意图三;Figure 5 is a partial structural diagram of the utility model.

图6为本实用新型局部结构示意图四;Figure 6 is a schematic diagram 4 of the partial structure of the utility model;

图7为本实用新型局部结构示意图五;Figure 7 is a schematic diagram 5 of the partial structure of the utility model;

图8为本实用新型局部结构示意图六;Figure 8 is a schematic diagram 6 of the partial structure of the present utility model;

图中标记为:1、承载杆;2、抱卡;3、防护栈道;4、防护栏;5、钢网片;6、防护栏连接装置;6-1、插接内柱;6-2、插接外筒;6-3、限位柱;6-4、限位孔;7、防护栈道安装螺栓;8、防护栈道对拉螺栓;9、塔吊横杆。The marks in the figure are: 1. Bearing rod; 2. Holding card; 3. Protective plank road; 4. Protective fence; 5. Steel mesh; 6. Protective fence connecting device; 6-1. Plug-in inner column; 6-2 , plug into the outer cylinder; 6-3, limit column; 6-4, limit hole; 7, protective plank road installation bolt; 8, protective plank road pull bolt; 9, tower crane cross bar.

实施方式Implementation

下面结合附图与具体实施方式对本实用新型作进一步详细描述:The utility model will be further described in detail below in conjunction with the accompanying drawings and specific implementation modes:

如图1-2所示:所示为一种可周转塔吊操作平台,包括有承载杆1、抱卡2、防护栈道3、防护栏4、钢网片5、防护栏连接装置6、防护栈道安装螺栓7、防护栈道对拉螺栓8和塔吊横杆9;如图1-图2所示,所示可周转塔吊操作平台设置四组承载杆1,所示承载杆1安装时两两交叉成井字形结构,所示承载杆1通过抱卡2安装在塔吊横杆9上,每组承载杆1采用两组抱卡2安装在塔吊横杆9上,所示承载杆1伸出塔吊标准节外部杆体上安装防护栈道3,所示防护栈道3的结构为两组匚型的结构,防护栈道3两组匚型结构在连接处采用四组防护栈道对拉螺栓8连接,防护栈道3每边的匚型结构在连接处采用两组防护栈道对拉螺栓8连接,所示防护栈道3上设置有钢网片5,钢网片5焊接在防护栈道3上,钢网片5上边可工人行走,能对工件、工件进行拦截防护,所示防护栈道3每方的外侧采用螺栓安装两组防护栏4,两组防护栏4之间采用防护栏连接装置6进行连接,所示防护栏4四角位置螺栓连接,防护栏4将防护栈道3的外侧封闭为一个相对封闭的栏杆;所述可周转塔吊操作平台安装完成后外边长为3800mm,内空为2200mm,外边缘防护栏4高900mm,防护栈道3匚的结构长边为3800mm,短边为1900mm。As shown in Figure 1-2: It shows a revolving tower crane operating platform, including a load-bearing rod 1, a holding card 2, a protective plank 3, a guardrail 4, a steel mesh 5, a guardrail connection device 6, and a protective plank. Install bolts 7, protective plank road pull bolts 8 and tower crane crossbars 9; as shown in Figures 1 and 2, the rotary tower crane operating platform is equipped with four sets of load-bearing rods 1, and the load-bearing rods 1 are installed in pairs to form a well. With a glyph structure, the load-bearing rod 1 shown is installed on the tower crane cross-bar 9 through the holding clips 2. Each group of load-bearing rods 1 is installed on the tower crane cross-bar 9 using two sets of holding clips 2. The load-bearing rod 1 shown extends out of the tower crane standard section. The protective plank 3 is installed on the pole body. The structure of the protective plank 3 shown is a two-group U-shaped structure. The two groups of protective plank 3 are connected by four sets of protective plank pull bolts 8 at the joints. The protective plank 3 is connected on each side of the The U-shaped structure is connected by two sets of protective plank pull bolts 8 at the connection. As shown, the protective plank 3 is provided with a steel mesh 5. The steel mesh 5 is welded to the protective plank 3. Workers can walk on the steel mesh 5. It can intercept and protect workpieces and workpieces. Two sets of guardrails 4 are installed with bolts on the outside of each side of the guardrail 3 as shown. The two sets of guardrails 4 are connected by guardrail connecting devices 6. The four corners of the guardrails 4 are shown. Bolted connection, the guardrail 4 seals the outside of the protective plank road 3 into a relatively closed railing; after the installation of the rotary tower crane operating platform is completed, the outer side length is 3800mm, the inner space is 2200mm, the outer edge guardrail 4 is 900mm high, and the protective plank road The long side of the 3-inch structure is 3800mm and the short side is 1900mm.

如图3所示,所示为可周转塔吊操作平台设置的承载杆1结构示意图,所示承载杆1采用100mm*50mm*5mm方管焊接制作而成,承载杆1长度3800mm,所示承载杆1两两交叉点距离为1200mm处,所示承载杆1两两交叉点设置凹口,不同方向的承载杆1在交叉点处通过正反凹口咬合,使承载杆1处于同一平面上,还能避免不同方向承载杆1发生位移,使其安装在塔吊横杆9上后结构更稳定牢固。As shown in Figure 3, it is a schematic structural diagram of the load-bearing rod 1 set up on the rotary tower crane operating platform. The load-bearing rod 1 shown is made of 100mm*50mm*5mm square tube welding. The length of the load-bearing rod 1 is 3800mm. The load-bearing rod 1 shown 1. The distance between the intersection points of two pairs is 1200mm. Notches are set at the intersection points of the two load-bearing rods 1 shown. The load-bearing rods 1 in different directions are engaged at the intersection points through the front and back notches, so that the load-bearing rods 1 are on the same plane. It can prevent the load-bearing rod 1 from being displaced in different directions, making the structure more stable and firm after being installed on the tower crane crossbar 9.

如图4所示,所示为可周转塔吊操作平台设置的抱卡2的结构和安装示意图,所示抱卡2采用16mm镀锌圆钢制作而成,抱卡2下部设置20mm厚钢板,在钢板四角设置安装孔,抱卡2采用双螺母安装固定,在承载杆1放置到塔吊横杆9上后,将抱卡2的抱卡环从上往下依次穿过承载杆1和塔吊横杆9,然后卡入钢板内采用螺栓固定。As shown in Figure 4, it is a schematic diagram of the structure and installation of the holding card 2 installed on the rotary tower crane operating platform. The holding card 2 shown is made of 16mm galvanized round steel. The lower part of the holding card 2 is provided with a 20mm thick steel plate. Mounting holes are provided at the four corners of the steel plate, and the holding card 2 is installed and fixed with double nuts. After the load-bearing rod 1 is placed on the tower crane cross bar 9, the holding ring of the holding card 2 passes through the load-bearing rod 1 and the tower crane cross bar from top to bottom. 9. Then snap it into the steel plate and fix it with bolts.

如图5所示,所示为可周转塔吊操作平台设置的防护栈道3的结构示意图,所示防护栈道3为结构为两组匚型的结构,所示防护栈道3采用50mm*50mm*3mm方钢管焊接制作而成,防护栈道3的50mm*50mm*3mm方钢管设置间距200mm,所示防护栈道3宽800mm,防护栈道3长3800mm,防护栈道3组合的平台具有很好的支撑力,安装在承载杆1上部,采用防护栈道安装螺栓7安装固定,牢靠安全。As shown in Figure 5, it is a schematic structural diagram of the protective plank 3 provided on the rotary tower crane operating platform. The protective plank 3 shown is a two-group U-shaped structure. The protective plank 3 is made of a 50mm*50mm*3mm square It is made of welded steel pipes. The 50mm*50mm*3mm square steel pipes of the protective plank road 3 are set at a distance of 200mm. The protective plank road 3 shown is 800mm wide and 3800mm long. The platform of the protective plank road 3 has good support and is installed on The upper part of the load-bearing rod 1 is installed and fixed with the protective plank road mounting bolts 7, which is firm and safe.

如图6所示,所示为可周转塔吊操作平台设置有防护栏4结构示意图,所示防护栏4采用50mm*50mm*3mm方钢管焊接制作而成,防护栏4的50mm*50mm*3mm方钢管间距375mm,所示防护栏4高900mm,防护栏4长1900mm,其安装拆卸方便,防护安全。As shown in Figure 6, it is a schematic structural diagram of the protective fence 4 installed on the rotary tower crane operating platform. The protective fence 4 shown is made of welded 50mm*50mm*3mm square steel pipes. The 50mm*50mm*3mm square guardrail 4 The distance between steel pipes is 375mm, the height of guardrail 4 shown is 900mm, and the length of guardrail 4 is 1900mm. It is easy to install and disassemble, and the protection is safe.

如图7-图8所示,所示可周转塔吊操作平台设置有防护栈道3和防护栏4,所示防护栈道3每方外侧安装两组防护栏4,两组防护栏4之间采用防护栏连接装置6连接,所示防护栏连接装置6为一侧设置插接内柱6-1,另一侧设置插接外筒6-2,所示插接内柱6-1上设置限位柱6-3,所示插接外筒6-2上设置限位孔6-4,连接时插接内柱6-1插入插接外筒6-2内,限位柱6-3卡入限位孔6-4进行限位;所示防护栏连接装置6可为对拉螺栓,通过对拉螺栓对两组防护栏4进行连接,根据实际情况还可以采用焊接方式将两组防护栏4连接起来。As shown in Figures 7 and 8, the rotary tower crane operating platform is provided with a protective plank 3 and a guardrail 4. Two sets of guardrails 4 are installed on the outside of each side of the protective plank 3, and a guardrail is installed between the two sets of guardrails 4. The fence connection device 6 is connected. The guardrail connection device 6 shown is provided with a plug-in inner column 6-1 on one side and a plug-in outer cylinder 6-2 on the other side. The shown plug-in inner column 6-1 is provided with a limiter. Column 6-3, as shown, a limit hole 6-4 is provided on the plug-in outer cylinder 6-2. When connecting, the plug-in inner column 6-1 is inserted into the plug-in outer cylinder 6-2, and the limit column 6-3 snaps into place. The limit holes 6-4 are used for limiting; the guardrail connection device 6 shown can be a pull bolt, through which the two sets of guardrails 4 are connected. According to the actual situation, the two sets of guardrails 4 can also be connected by welding. connect them.

本申请结构简单,采用模块化设计制作,安装拆卸方便,能为塔吊附着施工提供一个安全的作业防护平台,其外形美观,可多次周转使用,降本增效。This application has a simple structure, adopts modular design and production, and is easy to install and disassemble. It can provide a safe working protection platform for tower crane attachment construction. It has a beautiful appearance and can be used multiple times, reducing costs and increasing efficiency.

以上所述,仅是本发明的较佳实施例而已,并非是对本发明作任何其他形式的限制,而依据本发明的技术实质所作的任何修改或等同变化,仍属于本发明所要求保护的范围。The above are only preferred embodiments of the present invention and are not intended to limit the present invention in any other way. Any modifications or equivalent changes based on the technical essence of the present invention still fall within the scope of protection claimed by the present invention. .

Claims (7)

1. Can have enough to meet need tower crane operation platform, including carrier bar (1), armful card (2), protection landing stage (3), rail guard (4), steel mesh piece (5), rail guard connecting device (6), protection landing stage mounting bolt (7) and protection landing stage split bolt (8), its characterized in that: can have enough to meet need tower crane operation platform to set up four sets of carrier bars (1), every two alternately become well font structures when carrier bars (1) are installed, carrier bars (1) are installed on the tower crane horizontal pole through embracing card (2), install protection landing stage (3) on the body of rod that carrier bars (1) stretch out tower crane standard festival outside, protection landing stage (3) are the structure of two sets of types for the structure, two sets of types of structures of protection landing stage (3) adopt four sets of protection landing stage to tie bolt (8) to connect in the junction, be provided with steel mesh piece (5) on protection landing stage (3), protection landing stage (3) outside installation rail guard (4), protection landing stage (3) each side outside installation two sets of rail guards (4), rail guard (4) adopt the bolt to install fixedly with protection landing stage (3), adopt rail guard connecting device (6) to connect between two sets of rail guards (4).
2. The epicyclic tower crane operation platform according to claim 1, wherein: the protective guard connecting device (6) is characterized in that one side of the protective guard connecting device is provided with an inserting inner column (6-1), the other side of the protective guard connecting device is provided with an inserting outer column (6-2), the inserting inner column (6-1) is provided with a limiting column (6-3), and the inserting outer column (6-2) is provided with a limiting hole (6-4).
3. The epicyclic tower crane operation platform according to claim 1, wherein: the guard rail connecting device (6) is a split bolt.
4. An epicyclic tower crane operating platform according to claim 1 or 2, wherein: the bearing rod (1) is manufactured by welding square pipes with the length of 100mm being 50mm being 5mm, the length of the bearing rod (1) is 3800mm, the distance between every two crossing points of the bearing rod (1) is 1200mm, notches are formed in every two crossing points of the bearing rod (1), and the bearing rods (1) in different directions are meshed through the positive notch and the negative notch at the crossing points, so that the bearing rods (1) are positioned on the same plane.
5. An epicyclic tower crane operating platform according to claim 1 or 2, wherein: the clamp (2) is made of 16mm galvanized round steel, a 20mm thick steel plate is arranged at the lower part of the clamp (2), mounting holes are formed in four corners of the steel plate, and the clamp (2) is mounted and fixed by double nuts.
6. An epicyclic tower crane operating platform according to claim 1 or 2, wherein: the protection gallery road (3) is the structure of two sets of types, protection gallery road (3) adopts 50mm 3mm square steel pipe welded manufacture to form, and 50mm of protection gallery road (3) 50mm 3mm square steel pipe sets up interval 200mm, protection gallery road (3) wide 800mm, protection gallery road (3) length 3800mm.
7. An epicyclic tower crane operating platform according to claim 1 or 2, wherein: the guard rail (4) is formed by welding square steel pipes with the length of 50mm and the length of 3mm, the distance between the square steel pipes with the length of 50mm and the length of 3mm and the guard rail (4) is 370mm, the height of the guard rail (4) is 900mm, and the length of the guard rail (4) is 1900mm.
CN202321447871.9U 2023-06-08 2023-06-08 Can have enough to meet need tower crane operation platform Expired - Fee Related CN220245381U (en)

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CN202321447871.9U CN220245381U (en) 2023-06-08 2023-06-08 Can have enough to meet need tower crane operation platform

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Application Number Priority Date Filing Date Title
CN202321447871.9U CN220245381U (en) 2023-06-08 2023-06-08 Can have enough to meet need tower crane operation platform

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