CN207211918U - Internally lifting pole - Google Patents

Internally lifting pole Download PDF

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Publication number
CN207211918U
CN207211918U CN201721184866.8U CN201721184866U CN207211918U CN 207211918 U CN207211918 U CN 207211918U CN 201721184866 U CN201721184866 U CN 201721184866U CN 207211918 U CN207211918 U CN 207211918U
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China
Prior art keywords
pole
splint
steel pipe
pulley
holding
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罗韬
邓前昌
吴刚
付建平
彭佳凤
黄勇刚
张治国
周军
杨庆财
晏贤锋
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Yichang Power Supply Co of State Grid Hubei Electric Power Co Ltd
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Yichang Power Supply Co of State Grid Hubei Electric Power Co Ltd
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Abstract

本实用新型公开了内升式抱杆,它包括多节可伸缩式抱杆,所述多节可伸缩式抱杆采用多节钢管套装组合而成,各节钢管之间通过锁紧机构相连,在多节可伸缩式抱杆的底节钢管上设置有第一抱紧夹板装置和第二抱紧夹板装置,在多节可伸缩式抱杆的顶节钢管的顶端设置有顶部滑轮机构。此内升式抱杆能够消除传统作业方法中存在的安全隐患,确保安全生产;通过采用专用工具应用后,塔上作业人员减少,且工具的安装、拆除更便捷,操作过程更简便。

The utility model discloses an inner-lifting pole, which includes a multi-section telescopic pole. The multi-section telescopic pole is combined with a multi-section steel pipe set, and the steel pipes are connected by a locking mechanism. A first holding splint device and a second holding splint device are arranged on the bottom section steel pipe of the multi-section telescopic holding pole, and a top pulley mechanism is arranged at the top of the top section steel pipe of the multi-section telescopic holding pole. This inner-rising holding pole can eliminate the hidden safety hazards in the traditional operation method and ensure safe production; after the application of special tools, the number of operators on the tower is reduced, and the installation and removal of tools are more convenient, and the operation process is simpler.

Description

内升式抱杆Inner lift pole

技术领域technical field

本实用新型涉及电网钢塔构建技术领域,具体涉及内升式抱杆。The utility model relates to the technical field of grid steel tower construction, in particular to an inner-rising pole.

背景技术Background technique

随着供电负荷的增长和变电站的逐步增加,输电线路的架设任务越来越重。在日常实际工作中,发现组立35-110kV铁塔时,由于塔材不大,施工基本采用人力直接抽拉塔材的方式进行组立,存在一定的安全隐患且需要耗费大量的时间和人力,若采用内悬浮抱杆组立杆塔,抱杆自身重量较大且组装较为复杂,不适合组立小塔使用。据统计,每年夷陵区因大修技改、检修、抢修等各种原因需组立35-110kV铁塔200余基,每次施工任务都伴随着安全风险,改变传统组立铁塔工具已经迫在眉睫。With the increase of power supply load and the gradual increase of substations, the task of erecting transmission lines is getting heavier and heavier. In daily practical work, it is found that when assembling the 35-110kV iron tower, due to the small size of the tower, the construction basically adopts the method of directly pulling the tower material by manpower, which has certain potential safety hazards and requires a lot of time and manpower. If the pole tower is assembled with internal suspension holding poles, the poles themselves are heavy and the assembly is more complicated, which is not suitable for erecting small towers. According to statistics, Yiling District needs to erect more than 200 bases of 35-110kV iron towers every year due to various reasons such as overhaul, technical renovation, overhaul, and rush repair. Every construction task is accompanied by safety risks. It is imminent to change the traditional tools for erecting iron towers.

目前常用的方法有以下两种:There are two commonly used methods at present:

方法一:由施工人员直接将第一根铁塔主材拉起来,固定好后作为抱杆使用,再起吊其他主材及斜材。Method 1: The construction personnel directly pull up the main material of the first iron tower, fix it and use it as a pole, and then lift other main materials and inclined materials.

此方法缺点在于:(1)提升铁塔主材时人员站在平台顶端,安全带低挂高用,存在安全隐患;(2)全靠塔上两人用人力拉主材,耗费气力大,且主材无防坠落措施;(3)组装主材时靠人力将螺孔对齐,耗时耗力。The disadvantages of this method are: (1) when lifting the main material of the iron tower, the personnel stand on the top of the platform, and the safety belt is hung low and high, which has potential safety hazards; The main material has no anti-fall measures; (3) When assembling the main material, the screw holes are aligned manually, which is time-consuming and labor-intensive.

方法二:在铁塔内部组立内悬浮抱杆,再利用绞磨将塔材拉升进行组立。Method 2: Assemble the inner suspension pole inside the iron tower, and then use the winch to lift the tower material for assembly.

此方法缺点在于:(1)内悬浮抱杆组装拆卸复杂,地面配合人员较多;(2)内悬浮抱杆多用于组立大型铁塔,110kV以下铁塔组立大材小用;(3)内悬浮抱杆成本较高。The disadvantages of this method are: (1) The assembly and disassembly of the inner suspension pole is complicated, and there are many ground coordinators; (2) The inner suspension pole is mostly used to assemble large iron towers, and the iron tower below 110kV is overkill; (3) The inner suspension pole higher cost.

实用新型内容Utility model content

本实用新型提供了内升式抱杆,此内升式抱杆能够消除传统作业方法中存在的安全隐患,确保安全生产;通过采用专用工具应用后,塔上作业人员减少,且工具的安装、拆除更便捷,操作过程更简便。The utility model provides an inner-rising holding pole, which can eliminate potential safety hazards in the traditional operation method and ensure safe production; after the application of special tools, the number of operators on the tower is reduced, and the installation of tools, The removal is more convenient and the operation process is easier.

为了解决上述技术问题,本实用新型提出以下技术方案:内升式抱杆,它包括多节可伸缩式抱杆,所述多节可伸缩式抱杆采用多节钢管套装组合而成,各节钢管之间通过锁紧机构相连,在多节可伸缩式抱杆的底节钢管上设置有第一抱紧夹板装置和第二抱紧夹板装置,在多节可伸缩式抱杆的顶节钢管的顶端设置有顶部滑轮机构。In order to solve the above-mentioned technical problems, the utility model proposes the following technical proposals: an inner-lifting pole, which includes a multi-section telescopic pole. The steel pipes are connected by a locking mechanism. The first clamping splint device and the second clamping splint device are arranged on the bottom section steel pipe of the multi-section telescopic holding pole, and the top section steel pipe of the multi-section telescopic holding pole The top of the top is provided with a top pulley mechanism.

所述锁紧机构包括第一锁紧机构和第二锁紧机构,两个锁紧机构的结构相同,所述第一锁紧机构包括安装孔,所述安装孔对应加工在钢管的末端,所述安装孔上贯穿安装有螺杆,所述螺杆的另一端安装有螺母,在安装孔的两侧分别焊接有一圈钢片。The locking mechanism includes a first locking mechanism and a second locking mechanism, the two locking mechanisms have the same structure, the first locking mechanism includes a mounting hole, and the mounting hole is correspondingly processed at the end of the steel pipe, so A threaded rod is installed through the mounting hole, a nut is mounted on the other end of the threaded rod, and a ring of steel sheets is respectively welded on both sides of the mounting hole.

所述第一抱紧夹板装置和第二抱紧夹板装置的结构相同,所述第一抱紧夹板装置包括固定夹板和活动夹板,所述固定夹板焊接固定在多节可伸缩式抱杆的钢管外壁上,所述固定夹板和活动夹板都采用L型结构,在两块夹板上对应加工有多个配合安装孔,在所述配合安装孔上安装有第一螺杆和第二螺杆,并将钢塔的角钢夹紧固定在固定夹板和活动夹板之间。The first clamping splint device and the second clamping splint device have the same structure, the first clamping splint device includes a fixed splint and a movable splint, and the fixed splint is welded and fixed on the steel pipe of the multi-section telescopic holding pole On the outer wall, both the fixed splint and the movable splint adopt an L-shaped structure, and a plurality of matching mounting holes are correspondingly processed on the two splints, and a first screw rod and a second screw rod are installed on the matching mounting holes, and the steel The angle steel of the tower is clamped and fixed between the fixed splint and the movable splint.

所述顶部滑轮机构包括弧形滑轮固定杆,所述弧形滑轮固定杆的末端安装有滑轮勾环,所述滑轮勾环的开口端安装有第三螺杆。The top pulley mechanism includes an arc-shaped pulley fixing rod, a pulley shackle is installed at the end of the arc-shaped pulley fixing rod, and a third screw rod is installed at the open end of the pulley shackle.

所述内升式抱杆通过第一抱紧夹板装置和第二抱紧夹板装置固定安装在杆塔的角钢上,在杆塔的底部安装有底部定滑轮,在底部定滑轮和内升式抱杆的顶部滑轮机构之间绕过安装有牵引绳,所述牵引绳的顶端连接杆塔杆材,底端通过牵引装置牵引。The internally rising pole is fixedly installed on the angle steel of the pole tower through the first clamping splint device and the second clamping clamping device, and a bottom fixed pulley is installed at the bottom of the pole tower. A traction rope is installed around the top pulley mechanism, the top end of the traction rope is connected to the tower bar, and the bottom end is pulled by the traction device.

所述牵引装置采用人工牵引或者卷扬机牵引。The traction device adopts manual traction or hoist traction.

所述多节可伸缩式抱杆包括底节钢管、中间节钢管和顶节钢管。The multi-section telescopic holding pole includes a bottom section steel pipe, a middle section steel pipe and a top section steel pipe.

本实用新型的有益效果:The beneficial effects of the utility model:

1、通过采用上述的内升式抱杆,解决了传统方法中安全带低挂高用且挂在上不封顶部位的安全隐患,解决了在传统方法中,人力提升主材时因乏力而导致主材跌落伤人的安全隐患,降低了安全风险。1. By adopting the above-mentioned internal lifting pole, the safety hazard of the safety belt hanging low and high and hanging on the top unsealed position in the traditional method is solved. In the traditional method, the manual lifting of the main material is solved. The potential safety hazard of the main material falling and hurting people is reduced, and the safety risk is reduced.

2、应用新工具以后,一次组立工作能节约时间为80分钟,减少人力3人。一个班组按照传统方法一天立塔1—2基,利用内伸抱杆后立塔可提升至2—3基。按照公司每年新建180基杆塔计算,可将立塔工期缩短15天,节约人工成本14.1万元。2. After applying the new tool, the time for one set-up work can be saved by 80 minutes, and the manpower can be reduced by 3 people. According to the traditional method, a team erects 1-2 bases a day, and the tower can be raised to 2-3 bases after using the inner stretching pole. According to the company's annual construction of 180 base towers, the construction period of the tower can be shortened by 15 days, and the labor cost can be saved by 141,000 yuan.

3、内升式抱杆专用工具应用以后,大大减少了立塔工作所需要的时间,也相应的缩短了停电时间,降低了成本,提高了施工中的安全指数。3. After the application of the special tool for holding the pole, the time required for the vertical tower work is greatly reduced, and the power outage time is correspondingly shortened, the cost is reduced, and the safety index in the construction is improved.

附图说明Description of drawings

下面结合附图和实施例对本实用新型作进一步说明。Below in conjunction with accompanying drawing and embodiment the utility model is further described.

图1是本实用新型平面图。Fig. 1 is a plan view of the utility model.

图2是本实用新型三维结构示意图。Fig. 2 is a schematic diagram of the three-dimensional structure of the utility model.

图3是本实用新型锁紧机构局部放大结构示意图。Fig. 3 is a partially enlarged structural schematic diagram of the locking mechanism of the present invention.

图4是本实用新型使用过程结构示意图。Fig. 4 is a structural schematic diagram of the utility model in use.

图中:底节钢管1、第一抱紧夹板装置2、第二抱紧夹板装置3、第一锁紧机构4、中间节钢管5、第二锁紧机构6、顶节钢管7、顶部滑轮机构8、顶端连接杆塔杆材9、杆塔10、底部定滑轮11、牵引绳12;In the figure: bottom section steel pipe 1, first holding splint device 2, second holding splint device 3, first locking mechanism 4, middle section steel pipe 5, second locking mechanism 6, top section steel pipe 7, top pulley Mechanism 8, top connecting pole material 9, pole tower 10, bottom fixed pulley 11, traction rope 12;

活动夹板201、配合安装孔202、第一螺杆203、第二螺杆204、固定夹板205;Movable splint 201, matching mounting hole 202, first screw 203, second screw 204, fixed splint 205;

螺杆401、安装孔402、钢片403、螺母404;Screw rod 401, mounting hole 402, steel sheet 403, nut 404;

弧形滑轮固定杆801、滑轮勾环802、第三螺杆803。Curved pulley fixed rod 801, pulley shackle 802, third screw rod 803.

具体实施方式Detailed ways

下面结合附图对本实用新型的实施方式做进一步的说明。Embodiments of the present utility model will be further described below in conjunction with the accompanying drawings.

如图1-4,内升式抱杆,它包括多节可伸缩式抱杆,所述多节可伸缩式抱杆采用多节钢管套装组合而成,各节钢管之间通过锁紧机构相连,在多节可伸缩式抱杆的底节钢管上设置有第一抱紧夹板装置2和第二抱紧夹板装置3,在多节可伸缩式抱杆的顶节钢管的顶端设置有顶部滑轮机构8。As shown in Figure 1-4, the inner lifting pole includes a multi-section telescopic pole. The multi-section telescopic pole is composed of a multi-section steel pipe set, and the steel pipes are connected by a locking mechanism. , the first clamping splint device 2 and the second clamping splint device 3 are arranged on the bottom section steel pipe of the multi-section telescopic holding pole, and the top pulley is arranged at the top of the top section steel pipe of the multi-section telescopic holding pole Institution8.

进一步的,所述锁紧机构包括第一锁紧机构4和第二锁紧机构6,两个锁紧机构的结构相同,所述第一锁紧机构4包括安装孔402,所述安装孔402对应加工在钢管的末端,所述安装孔402上贯穿安装有螺杆401,所述螺杆401的另一端安装有螺母404,在安装孔402的两侧分别焊接有一圈钢片403。Further, the locking mechanism includes a first locking mechanism 4 and a second locking mechanism 6, the two locking mechanisms have the same structure, the first locking mechanism 4 includes a mounting hole 402, and the mounting hole 402 Correspondingly processed at the end of the steel pipe, a screw 401 is installed through the installation hole 402 , a nut 404 is installed at the other end of the screw 401 , and a ring of steel sheets 403 are respectively welded on both sides of the installation hole 402 .

进一步的,所述第一抱紧夹板装置2和第二抱紧夹板装置3的结构相同,所述第一抱紧夹板装置2包括固定夹板205和活动夹板201,所述固定夹板205焊接固定在多节可伸缩式抱杆的钢管外壁上,所述固定夹板205和活动夹板201都采用L型结构,在两块夹板上对应加工有多个配合安装孔202,在所述配合安装孔202上安装有第一螺杆203和第二螺杆204,并将钢塔的角钢夹紧固定在固定夹板205和活动夹板201之间。通过所述的第一抱紧夹板装置2和第二抱紧夹板装置3能够将整个抱杆固定在杆塔上。Further, the first holding splint device 2 and the second holding splint device 3 have the same structure, the first holding splint device 2 includes a fixed splint 205 and a movable splint 201, and the fixed splint 205 is welded and fixed on On the outer wall of the multi-section telescopic steel pipe, both the fixed splint 205 and the movable splint 201 adopt an L-shaped structure, and a plurality of matching mounting holes 202 are correspondingly processed on the two splints, and on the matching mounting holes 202 The first screw rod 203 and the second screw rod 204 are installed, and the angle steel of the steel tower is clamped and fixed between the fixed splint 205 and the movable splint 201 . Through the first holding splint device 2 and the second holding splint device 3, the whole holding pole can be fixed on the pole tower.

进一步的,所述顶部滑轮机构8包括弧形滑轮固定杆801,所述弧形滑轮固定杆801的末端安装有滑轮勾环802,所述滑轮勾环802的开口端安装有第三螺杆803。通过所述的顶部滑轮机构8能够保证牵引绳顺利的通过。Further, the top pulley mechanism 8 includes an arc-shaped pulley fixing rod 801 , a pulley shackle 802 is installed at the end of the arc-shaped pulley fixing rod 801 , and a third screw 803 is installed at the open end of the pulley shackle 802 . The smooth passage of the traction rope can be guaranteed by the top pulley mechanism 8 .

进一步的,所述内升式抱杆通过第一抱紧夹板装置2和第二抱紧夹板装置3固定安装在杆塔10的角钢上,在杆塔10的底部安装有底部定滑轮11,在底部定滑轮和内升式抱杆的顶部滑轮机构8之间绕过安装有牵引绳12,所述牵引绳12的顶端连接杆塔杆材9,底端通过牵引装置牵引。Further, the inner-lifting pole is fixedly installed on the angle steel of the pole tower 10 through the first clamping splint device 2 and the second clamping clamping device 3, and a bottom fixed pulley 11 is installed at the bottom of the pole tower 10. Between the pulley and the top pulley mechanism 8 of the inner rising type pole, a traction rope 12 is installed, and the top end of the traction rope 12 is connected to the tower bar material 9, and the bottom end is pulled by a traction device.

进一步的,所述牵引装置采用人工牵引或者卷扬机牵引。通过人工牵引或者卷扬机进行牵引能够节省人力。Further, the traction device adopts manual traction or hoist traction. Towing by manual or hoist can save manpower.

进一步的,所述多节可伸缩式抱杆包括底节钢管1、中间节钢管5和顶节钢管7。通过多节钢管材料组装而成,能够延长其长度。Further, the multi-section telescopic pole includes a bottom section steel pipe 1 , a middle section steel pipe 5 and a top section steel pipe 7 . Assembled from sections of steel pipe material that can extend its length.

本实用新型的使用操作方法:The use operation method of the utility model:

首先,通过第一抱紧夹板装置2和第二抱紧夹板装置3将内升式抱杆固定安装在杆塔10上;Firstly, the inner-lifting pole is fixedly installed on the pole tower 10 through the first clamping splint device 2 and the second clamping clamping device 3;

然后,在底部定滑轮和内升式抱杆的顶部滑轮机构8之间绕过安装有牵引绳12,牵引绳12的顶端连接杆塔杆材9,底端通过牵引装置牵引;Then, a traction rope 12 is installed between the bottom fixed pulley and the top pulley mechanism 8 of the inner rising type pole, and the top of the traction rope 12 is connected to the tower rod 9, and the bottom end is pulled by the traction device;

最后,启动牵引装置,通过牵引装置带动牵引绳12,对杆塔杆材9进行提升。Finally, start the traction device, drive the traction rope 12 through the traction device, and lift the pole material 9 of the tower.

通过上述的说明内容,本领域技术人员完全可以在不偏离本项实用新型技术思想的范围内,进行多样的变更以及修改都在本实用新型的保护范围之内。本实用新型的未尽事宜,属于本领域技术人员的公知常识。Through the above description, those skilled in the art can make various changes and modifications without departing from the technical idea of the utility model, all of which are within the protection scope of the utility model. Unfinished matters of the utility model belong to the common knowledge of those skilled in the art.

Claims (7)

1.内升式抱杆,其特征在于:它包括多节可伸缩式抱杆,所述多节可伸缩式抱杆采用多节钢管套装组合而成,各节钢管之间通过锁紧机构相连,在多节可伸缩式抱杆的底节钢管上设置有第一抱紧夹板装置(2)和第二抱紧夹板装置(3),在多节可伸缩式抱杆的顶节钢管的顶端设置有顶部滑轮机构(8)。1. The internal lifting pole is characterized in that it includes a multi-section telescopic pole. The multi-section telescopic pole is combined with a multi-section steel pipe set, and the steel pipes are connected by a locking mechanism. , on the bottom segment steel pipe of the multi-section telescopic holding pole, the first holding splint device (2) and the second holding splint device (3) are arranged, and at the top of the top section steel pipe of the multi-section telescopic holding pole A top pulley mechanism (8) is provided. 2.根据权利要求1所述的内升式抱杆,其特征在于:所述锁紧机构包括第一锁紧机构(4)和第二锁紧机构(6),两个锁紧机构的结构相同,所述第一锁紧机构(4)包括安装孔(402),所述安装孔(402)对应加工在钢管的末端,所述安装孔(402)上贯穿安装有螺杆(401),所述螺杆(401)的另一端安装有螺母(404),在安装孔(402)的两侧分别焊接有一圈钢片(403)。2. The internal lifting pole according to claim 1, characterized in that: the locking mechanism includes a first locking mechanism (4) and a second locking mechanism (6), and the structure of the two locking mechanisms Similarly, the first locking mechanism (4) includes a mounting hole (402), the mounting hole (402) is correspondingly processed at the end of the steel pipe, and a screw (401) is installed through the mounting hole (402), so A nut (404) is installed on the other end of the screw rod (401), and a ring of steel sheets (403) are respectively welded on both sides of the mounting hole (402). 3.根据权利要求1所述的内升式抱杆,其特征在于:所述第一抱紧夹板装置(2)和第二抱紧夹板装置(3)的结构相同,所述第一抱紧夹板装置(2)包括固定夹板(205)和活动夹板(201),所述固定夹板(205)焊接固定在多节可伸缩式抱杆的钢管外壁上,所述固定夹板(205)和活动夹板(201)都采用L型结构,在两块夹板上对应加工有多个配合安装孔(202),在所述配合安装孔(202)上安装有第一螺杆(203)和第二螺杆(204),并将钢塔的角钢夹紧固定在固定夹板(205)和活动夹板(201)之间。3. The inner-lifting pole according to claim 1, characterized in that: the first clamping splint device (2) and the second clamping splint device (3) have the same structure, and the first clamping splint device (3) The splint device (2) includes a fixed splint (205) and a movable splint (201), the fixed splint (205) is welded and fixed on the outer wall of the steel pipe of the multi-section telescopic pole, the fixed splint (205) and the movable splint (201) all adopt L-shaped structure, and a plurality of matching mounting holes (202) are correspondingly processed on the two splints, and a first screw rod (203) and a second screw rod (204) are installed on the matching mounting holes (202). ), and clamp and fix the angle steel of the steel tower between the fixed splint (205) and the movable splint (201). 4.根据权利要求1所述的内升式抱杆,其特征在于:所述顶部滑轮机构(8)包括弧形滑轮固定杆(801),所述弧形滑轮固定杆(801)的末端安装有滑轮勾环(802),所述滑轮勾环(802)的开口端安装有第三螺杆(803)。4. The inner lifting pole according to claim 1, characterized in that: the top pulley mechanism (8) includes an arc-shaped pulley fixing rod (801), and the end of the arc-shaped pulley fixing rod (801) is installed There is a pulley shackle (802), and a third screw rod (803) is installed on the open end of the pulley shackle (802). 5.根据权利要求1所述的内升式抱杆,其特征在于:所述内升式抱杆通过第一抱紧夹板装置(2)和第二抱紧夹板装置(3)固定安装在杆塔(10)的角钢上,在杆塔(10)的底部安装有底部定滑轮(11),在底部定滑轮和内升式抱杆的顶部滑轮机构(8)之间绕过安装有牵引绳(12),所述牵引绳(12)的顶端连接杆塔杆材(9),底端通过牵引装置牵引。5. The inner-rising pole according to claim 1, characterized in that: the inner-rising pole is fixedly installed on the pole tower through the first clamping splint device (2) and the second clamping splint device (3). On the angle steel of (10), a bottom fixed pulley (11) is installed at the bottom of the pole tower (10), and a traction rope (12) is installed around between the bottom fixed pulley and the top pulley mechanism (8) of the inner-rising pole. ), the top end of the traction rope (12) is connected to the pole material (9), and the bottom end is pulled by a traction device. 6.根据权利要求5所述的内升式抱杆,其特征在于:所述牵引装置采用人工牵引或者卷扬机牵引。6. The inner-rising pole according to claim 5, characterized in that: the traction device adopts manual traction or hoist traction. 7.根据权利要求1所述的内升式抱杆,其特征在于:所述多节可伸缩式抱杆包括底节钢管(1)、中间节钢管(5)和顶节钢管(7)。7. The inner rising pole according to claim 1, characterized in that: the multi-section telescopic pole comprises a bottom section steel pipe (1), a middle section steel pipe (5) and a top section steel pipe (7).
CN201721184866.8U 2017-09-15 2017-09-15 Internally lifting pole Expired - Fee Related CN207211918U (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109659665A (en) * 2018-12-21 2019-04-19 何汉聪 Lift communication antenna support rod
CN109779382A (en) * 2019-03-18 2019-05-21 国网上海市电力公司 A retractable monopod holding pole assembly for steel pipe pole construction
CN112360225A (en) * 2020-11-25 2021-02-12 国网山东省电力公司烟台供电公司 Telescopic holding pole for assembling iron tower

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109659665A (en) * 2018-12-21 2019-04-19 何汉聪 Lift communication antenna support rod
CN109779382A (en) * 2019-03-18 2019-05-21 国网上海市电力公司 A retractable monopod holding pole assembly for steel pipe pole construction
CN112360225A (en) * 2020-11-25 2021-02-12 国网山东省电力公司烟台供电公司 Telescopic holding pole for assembling iron tower

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