CN204186123U - Mast type communication head tower mast - Google Patents
Mast type communication head tower mast Download PDFInfo
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- CN204186123U CN204186123U CN201420520004.8U CN201420520004U CN204186123U CN 204186123 U CN204186123 U CN 204186123U CN 201420520004 U CN201420520004 U CN 201420520004U CN 204186123 U CN204186123 U CN 204186123U
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- 238000004891 communication Methods 0.000 title claims abstract description 17
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- 238000010276 construction Methods 0.000 abstract description 5
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- 230000002093 peripheral effect Effects 0.000 description 3
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Abstract
本实用新型涉及一种抱杆型通信钢塔桅,包括一主杆和两斜撑,所述主杆上部周侧设置有天线平台,所述主杆上端通过抱箍安装有避雷针,所述主杆下端设置有通过地脚螺栓固定于主杆基础上的主杆底座,两斜撑上端分别通过连接钢板与主杆上部相连接,两斜撑下端分别连接有通过地脚螺栓固定于斜撑基础上的斜撑底座。该塔桅结构可以灵活地设置钢结构拼接节点,用拼接工艺降低丘陵地带塔桅杆件的搬运强度和难度;该塔桅的材性在保障钢纤维延性的基础上向轻量化和高强化发展,节约了塔桅材料的使用,也在一定程度上减少了现场搬运的工作量,大幅提升了建站的可行性;该塔桅通过斜撑替代钢铰拉线和锚板,有效减少了塔桅基站的占地面积,切实地节约了土地。
The utility model relates to a pole-holding type communication steel tower mast, which comprises a main pole and two diagonal braces, an antenna platform is arranged on the upper side of the main pole, and a lightning rod is installed on the upper end of the main pole through a hoop. The lower end of the rod is provided with a main rod base fixed on the main rod foundation through anchor bolts, the upper ends of the two diagonal braces are respectively connected with the upper part of the main rod through connecting steel plates, and the lower ends of the two diagonal braces are respectively connected with on the slant base. The tower mast structure can be flexibly set up with steel structure splicing nodes, and the splicing process can be used to reduce the handling strength and difficulty of the tower mast parts in hilly areas; the material properties of the tower mast are developed towards light weight and high strength on the basis of ensuring the ductility of steel fibers The use of tower mast materials is saved, and the workload of on-site handling is also reduced to a certain extent, and the feasibility of station construction is greatly improved; the tower mast replaces steel hinges and anchor plates by diagonal bracing, which effectively reduces the cost of the tower mast base station. Occupying an area, effectively saving the land.
Description
技术领域 technical field
本实用新型涉及一种抱杆型通信钢塔桅,属于通信土建设备领域,主要用于丘陵地区乡镇级通信网络场景。 The utility model relates to a pole-holding type communication steel tower mast, which belongs to the field of communication civil equipment and is mainly used in township-level communication network scenarios in hilly areas.
背景技术 Background technique
在现行的乡村通信网络中,通信塔桅主要采用H型杆和等径杆两种杆型,然而在实际的建设工作中,这两种杆型在交通不便的丘陵场景中,大幅增加了施工的强度和难度。同时,因为需要延四个方向布置钢铰拉线和锚板基础,所以每个站点占地面积很大,造成了严重的土地浪费。 In the current rural communication network, communication masts mainly use two types of poles: H-shape pole and equal-diameter pole. intensity and difficulty. At the same time, since steel hinges and anchor plate foundations need to be arranged in four directions, each site occupies a large area, resulting in serious waste of land.
发明内容 Contents of the invention
为了解决现行杆塔存在的问题,本实用新型的目的在于提供一种抱杆型通信钢塔桅,以顺利推进丘陵地区乡村通信网建设。 In order to solve the problems existing in the existing towers, the purpose of the utility model is to provide a pole-mounted communication steel tower mast, so as to smoothly promote the construction of rural communication networks in hilly areas.
为了实现上述目的,本实用新型的技术方案是:一种抱杆型通信钢塔桅,包括一主杆和两斜撑,所述主杆上部周侧设置有天线平台,所述主杆上端通过抱箍安装有避雷针,所述主杆下端设置有通过地脚螺栓固定于主杆基础上的主杆底座,两斜撑上端分别通过连接钢板与主杆上部相连接,两斜撑下端分别连接有通过地脚螺栓固定于斜撑基础上的斜撑底座。 In order to achieve the above purpose, the technical solution of the utility model is: a pole-holding type communication steel tower mast, including a main pole and two diagonal braces, an antenna platform is arranged on the upper side of the main pole, and the upper end of the main pole passes through The hoop is equipped with a lightning rod, and the lower end of the main rod is provided with a main rod base fixed on the main rod foundation through anchor bolts. The diagonal brace base is fixed on the diagonal brace foundation by anchor bolts.
进一步的,所述主杆和两斜撑三者之间设置有若干根辅助杆。 Further, several auxiliary rods are arranged between the main rod and the two diagonal braces.
进一步的,所述主杆下部周侧设置有RRU挂杆。 Further, RRU hanging rods are provided on the lower peripheral side of the main rod.
进一步的,所述天线平台包含三个对称焊接在主杆上部周侧的天线支架。 Further, the antenna platform includes three antenna brackets symmetrically welded on the upper peripheral side of the main pole.
进一步的,所述主杆基础和斜撑基础按等腰直角三角形分布。 Further, the main rod foundation and the diagonal brace foundation are distributed in an isosceles right triangle.
进一步的,所述主杆和斜撑均由多节杆段通过连接法兰相螺接。 Further, the main rod and the diagonal brace are screwed together by multi-section rod segments through connecting flanges. the
与现有技术相比较,本实用新型具有以下优点: Compared with the prior art, the utility model has the following advantages:
(1)该塔桅结构可以灵活地设置钢结构拼接节点,用拼接工艺降低丘陵地带塔桅杆件的搬运强度和难度; (1) The tower-mast structure can flexibly set steel structure splicing nodes, and use the splicing process to reduce the handling strength and difficulty of the tower-mast parts in hilly areas;
(2)该塔桅的材性在保障钢纤维延性的基础上向轻量化和高强化发展,节约了塔桅材料的使用,也在一定程度上减少了现场搬运的工作量,大幅提升了建站的可行性; (2) The material properties of the tower mast are developed towards light weight and high strength on the basis of ensuring the ductility of steel fibers, which saves the use of tower mast materials, and also reduces the workload of on-site handling to a certain extent, greatly improving the construction of the station. the feasibility of
(3)该塔桅通过斜撑替代钢铰拉线和锚板,有效减少了塔桅基站的占地面积,切实地节约了土地; (3) The tower mast replaces steel hinge stay wires and anchor plates by diagonal braces, which effectively reduces the footprint of the tower mast base station and effectively saves land;
(4)在交通较便利、地质条件允许的地区,该塔桅可采用预制基础进一步方便施工,提升建站效率。 (4) In areas where the traffic is more convenient and the geological conditions permit, the tower mast can use a prefabricated foundation to further facilitate construction and improve station construction efficiency.
下面结合附图和具体实施方式对本实用新型做进一步详细的说明。 Below in conjunction with accompanying drawing and specific embodiment, the utility model is described in further detail.
附图说明 Description of drawings
图1为本实用新型实施例的主视图。 Fig. 1 is the front view of the utility model embodiment.
图2为图1中天线平台在A-A处的剖视图。 FIG. 2 is a cross-sectional view of the antenna platform in FIG. 1 at A-A.
图3为图1中地脚螺栓的结构示意图。 Fig. 3 is a structural schematic diagram of the anchor bolt in Fig. 1 .
图4为本实用新型实施例的右视图。 Fig. 4 is the right side view of the utility model embodiment.
图5为本实用新型实施例的俯视图。 Fig. 5 is a top view of the utility model embodiment.
图中:1-主杆,2-斜撑,3-天线平台,4-避雷针,5-地脚螺栓,61-主杆基础,62-斜撑基础,7-主杆底座,8-连接钢板,9-斜撑底座,10-连接法兰,11-辅助杆,12-节点板,13-RRU挂杆。 In the figure: 1-main pole, 2-diagonal brace, 3-antenna platform, 4-lightning rod, 5-anchor bolt, 61-main pole foundation, 62-diagonal bracing foundation, 7-main pole base, 8-connecting steel plate , 9-bracing base, 10-connecting flange, 11-auxiliary rod, 12-gusset plate, 13-RRU hanging rod.
具体实施方式 Detailed ways
如图1~5所示,一种抱杆型通信钢塔桅,包括一主杆1和两斜撑2,所述主杆1上部周侧设置有天线平台3,所述主杆1上端通过抱箍安装有避雷针4,所述主杆1下端的主杆底座7通过地脚螺栓5固定于主杆基础61上,两斜撑2上端分别通过连接钢板8与主杆1上部相连接,两斜撑2下端的斜撑底座9分别通过地脚螺栓5固定于斜撑基础62上。 As shown in Figures 1 to 5, a pole-holding type communication steel tower mast includes a main pole 1 and two diagonal braces 2, an antenna platform 3 is arranged on the upper side of the main pole 1, and the upper end of the main pole 1 passes through The hoop is equipped with a lightning rod 4, the main pole base 7 at the lower end of the main pole 1 is fixed on the main pole foundation 61 through the anchor bolt 5, and the upper ends of the two diagonal braces 2 are respectively connected with the upper part of the main pole 1 through the connecting steel plate 8. The brace base 9 at the lower end of the brace 2 is respectively fixed on the brace foundation 62 by anchor bolts 5 .
在本实施例中,所述连接钢板8焊接在主杆1上并通过螺栓与斜撑2连接。所述主杆底座7直接焊接于主杆1下端,所述斜撑底座9焊接于斜撑2下端。 In this embodiment, the connecting steel plate 8 is welded on the main rod 1 and connected to the brace 2 through bolts. The main pole base 7 is directly welded to the lower end of the main pole 1, and the diagonal brace base 9 is welded to the lower end of the diagonal brace 2.
在本实施例中,所述主杆1和斜撑2均由多节杆段通过连接法兰10相螺接,即杆段与杆段之间通过各自端部焊接的连接法兰10和螺栓螺母组件相连接。所述主杆1和两斜撑2三者之间设置有若干根辅助杆11,所述辅助杆11的两端分别通过螺栓螺母组件固定于焊接在主杆1和斜撑2的各节点板12上。 In this embodiment, the main rod 1 and the brace 2 are screwed together by multi-section rod sections through connecting flanges 10, that is, the connecting flanges 10 and bolts welded at the respective ends of the rod sections are connected to each other. The nut assembly is connected. Several auxiliary rods 11 are arranged between the main rod 1 and the two braces 2, and the two ends of the auxiliary rods 11 are respectively fixed to the gusset plates welded on the main rod 1 and the braces 2 through bolt and nut assemblies. 12 on.
在本实施例中,所述天线平台3包含三个对称焊接在主杆1上部周侧的天线支架,所述天线支架用于加挂天线。所述主杆1下部周侧设置有RRU挂杆13,所述RRU挂杆13用于悬挂射频拉远单元(Radio Remote Unit, RRU)和交流挂箱。 In this embodiment, the antenna platform 3 includes three antenna brackets welded symmetrically on the upper peripheral side of the main pole 1, and the antenna brackets are used to hang antennas. An RRU hanging rod 13 is provided on the lower side of the main rod 1, and the RRU hanging rod 13 is used to hang a radio remote unit (Radio Remote Unit, RRU) and an AC hanging box.
在本实施例中,所述主杆基础61和斜撑基础62按等腰直角三角形分布,即主杆基础61位于等腰直角三角形的直角处,各基础内的地脚螺栓5弯钩朝内且相对。 In this embodiment, the main rod foundation 61 and the diagonal brace foundation 62 are distributed in an isosceles right triangle, that is, the main rod foundation 61 is located at the right angle of the isosceles right triangle, and the anchor bolts 5 hooks in each foundation face inward. And relatively.
以上所述仅为本实用新型的较佳实施例,凡依本实用新型申请专利范围所做的均等变化与修饰,皆应属本实用新型的涵盖范围。 The above descriptions are only preferred embodiments of the present utility model, and all equivalent changes and modifications made according to the patent scope of the present utility model shall fall within the scope of the present utility model.
Claims (6)
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420520004.8U CN204186123U (en) | 2014-11-27 | 2014-11-27 | Mast type communication head tower mast |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201420520004.8U CN204186123U (en) | 2014-11-27 | 2014-11-27 | Mast type communication head tower mast |
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| CN204186123U true CN204186123U (en) | 2015-03-04 |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105041035A (en) * | 2015-07-08 | 2015-11-11 | 成都绿迪科技有限公司 | Simple power transmission tower structure |
| CN106285153A (en) * | 2016-08-09 | 2017-01-04 | 华信咨询设计研究院有限公司 | Expanded type communication tower |
| CN107887682A (en) * | 2017-11-11 | 2018-04-06 | 福建省邮电规划设计院有限公司 | Communication pole and its construction method for high speed bridge spanning the sea |
| CN108412287A (en) * | 2018-02-11 | 2018-08-17 | 电联工程技术股份有限公司 | A kind of bracing means of communication by simple means bar base station |
| CN111852159A (en) * | 2020-07-09 | 2020-10-30 | 山东兆维铁塔有限公司 | Modular holding pole and construction method thereof |
| CN112710344A (en) * | 2019-10-25 | 2021-04-27 | 同济大学建筑设计研究院(集团)有限公司 | Method for comprehensively evaluating stock rods and towers for additionally mounting communication antennas |
-
2014
- 2014-11-27 CN CN201420520004.8U patent/CN204186123U/en not_active Expired - Lifetime
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105041035A (en) * | 2015-07-08 | 2015-11-11 | 成都绿迪科技有限公司 | Simple power transmission tower structure |
| CN106285153A (en) * | 2016-08-09 | 2017-01-04 | 华信咨询设计研究院有限公司 | Expanded type communication tower |
| CN106285153B (en) * | 2016-08-09 | 2018-06-12 | 华信咨询设计研究院有限公司 | Expanded type communication tower |
| CN107887682A (en) * | 2017-11-11 | 2018-04-06 | 福建省邮电规划设计院有限公司 | Communication pole and its construction method for high speed bridge spanning the sea |
| CN107887682B (en) * | 2017-11-11 | 2024-04-12 | 福建省邮电规划设计院有限公司 | Communication holding pole for high-speed cross-sea bridge and construction method thereof |
| CN108412287A (en) * | 2018-02-11 | 2018-08-17 | 电联工程技术股份有限公司 | A kind of bracing means of communication by simple means bar base station |
| CN112710344A (en) * | 2019-10-25 | 2021-04-27 | 同济大学建筑设计研究院(集团)有限公司 | Method for comprehensively evaluating stock rods and towers for additionally mounting communication antennas |
| CN112710344B (en) * | 2019-10-25 | 2023-09-08 | 同济大学建筑设计研究院(集团)有限公司 | Method for comprehensively evaluating stock pole and tower for additionally installing communication antenna |
| CN111852159A (en) * | 2020-07-09 | 2020-10-30 | 山东兆维铁塔有限公司 | Modular holding pole and construction method thereof |
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