WO2017118362A1 - Telecommunication tower - Google Patents

Telecommunication tower Download PDF

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Publication number
WO2017118362A1
WO2017118362A1 PCT/CN2017/000081 CN2017000081W WO2017118362A1 WO 2017118362 A1 WO2017118362 A1 WO 2017118362A1 CN 2017000081 W CN2017000081 W CN 2017000081W WO 2017118362 A1 WO2017118362 A1 WO 2017118362A1
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WO
WIPO (PCT)
Prior art keywords
communication tower
rod
reinforcing
plate
main
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PCT/CN2017/000081
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French (fr)
Chinese (zh)
Inventor
刘汉彩
乔凤蛟
谭德谦
李孝臣
Original Assignee
中兴通讯股份有限公司
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Priority to CN201620016186.4U priority Critical patent/CN205476761U/en
Priority to CN201620016186.4 priority
Application filed by 中兴通讯股份有限公司 filed Critical 中兴通讯股份有限公司
Publication of WO2017118362A1 publication Critical patent/WO2017118362A1/en

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/02Structures made of specified materials
    • E04H12/08Structures made of specified materials of metal
    • E04H12/10Truss-like structures

Abstract

A telecommunication tower comprises: a main pole (10); a flange (20) connected to an end portion of the main pole (10); and a pole reinforcing member (30). The pole reinforcing member (30) is fixed to and parallel with the main pole (10). An end portion of the pole reinforcing member (30) is connected to the flange (20). The telecommunication tower has a high load-bearing capacity and can be installed easily.

Description

通信塔Communication tower 技术领域Technical field

本公开涉及通信设备技术领域,例如涉及一种通信塔。The present disclosure relates to the field of communication device technology, for example, to a communication tower.

背景技术Background technique

随着4G网络的建设,共享站点、网络扩展的需求越来越多,需要在通信塔上增加天线。With the construction of 4G networks, there is an increasing demand for shared sites and network expansion, and antennas need to be added to the communication towers.

然而在通信塔上增加天线时,通信塔会存在杆件应力比超限的情况,即通信塔杆件承载力不足。However, when an antenna is added to the communication tower, the communication tower may have a condition that the stress ratio of the member exceeds the limit, that is, the bearing capacity of the communication tower member is insufficient.

发明内容Summary of the invention

本公开于提出一种通信塔,旨在解决通信塔杆件承载力不足的技术问题。The present disclosure proposes a communication tower for solving the technical problem of insufficient bearing capacity of the communication tower member.

本公开提供的一种通信塔,包括主杆件;与所述主杆件的端部相连的法兰;以及加固杆件,所述加固杆件平行固定在所述主杆件上,所述加固杆件的端部与所述法兰相连。A communication tower provided by the present disclosure includes a main rod; a flange connected to an end of the main rod; and a reinforcing rod member, the reinforcing rod member is fixed in parallel on the main rod, The end of the reinforcing bar is connected to the flange.

可选地,所述通信塔还包括连接件,所述连接件将所述加固杆件平行固定在所述主杆件上。Optionally, the communication tower further includes a connector that secures the reinforcing bar member to the main bar in parallel.

可选地,所述连接件通过螺栓将所述加固杆件固定在所述主杆件上。Optionally, the connecting member fixes the reinforcing bar member to the main bar member by bolts.

可选地,所述加固杆件为T型钢,所述T型钢包括两边互相垂直成T形的长条钢材,所述连接件通过螺栓连接所述T型钢中至少一边,将所述T型钢固定在所述主杆件上。 Optionally, the reinforcing bar member is a T-shaped steel, and the T-shaped steel includes a long steel material whose two sides are perpendicular to each other in a T shape, and the connecting member is bolted to at least one side of the T-shaped steel to fix the T-shaped steel. On the main rod.

可选地,所述加固杆件为角钢,所述角钢包括两边互相垂直成直角形的长条钢材,所述连接件通过螺栓连接所述角钢中至少一边,将所述角钢固定在所述主杆件上。Optionally, the reinforcing rod member is an angle steel, and the angle steel comprises a long steel material having two sides perpendicular to each other at right angles, and the connecting member is connected to at least one side of the angle steel by bolting, and fixing the angle steel to the main steel On the rod.

可选地,所述连接件包括抱箍,所述抱箍抱住所述主杆件,并通过螺栓固定所述加固杆件。Optionally, the connecting member comprises a hoop, the hoop hugs the main rod and the reinforcing rod is fixed by bolts.

可选地,所述通信塔还包括与所述加固杆件端部焊接的连接件,所述加固杆件通过所述连接件与所述法兰连接。Optionally, the communication tower further includes a connector welded to the end of the reinforcing bar member, the reinforcing bar member being coupled to the flange by the connecting member.

可选地,所述连接件包括:第一端板、立板和第二端板,所述第一端板与所述加固杆件端部焊接;所述立板的一端与所述第一端板焊接,另一端与所述第二端板焊接;所述第二端板与所述法兰焊接。Optionally, the connecting member comprises: a first end plate, a vertical plate and a second end plate, wherein the first end plate is welded to the end of the reinforcing bar; one end of the vertical plate and the first end The end plate is welded and the other end is welded to the second end plate; the second end plate is welded to the flange.

可选地,所述第二端板通过螺栓固定在所述法兰上。Optionally, the second end plate is bolted to the flange.

本公开在现有的通信塔基础上增加与主杆件固定连接的加固杆件,并且所述加固杆件的端部还与所述法兰相连,从而使得所述加固杆件与所述主杆件协同受力,从而增加了通信塔的承载力;并且可以在原有通信塔基础上加固,不需要拆卸通信塔,方便安装。The present disclosure adds a reinforcing rod member fixedly coupled to the main rod member on the basis of the existing communication tower, and the end portion of the reinforcing rod member is also connected to the flange, so that the reinforcing rod member and the main member The rods are combined with force, thereby increasing the bearing capacity of the communication tower; and can be reinforced on the basis of the original communication tower, without disassembling the communication tower, and facilitating installation.

附图说明DRAWINGS

一个或多个实施例通过与之对应的附图中的图片进行示例性说明,这些示例性说明并不构成对实施例的限定,附图中具有相同参考数字标号的元件表示为类似的元件,除非有特别申明,附图中的图不构成比例限制。The one or more embodiments are exemplified by the accompanying drawings in the accompanying drawings, and FIG. The figures in the drawings do not constitute a scale limitation unless otherwise stated.

图1为本公开通信塔第一实施例的结构示意图;1 is a schematic structural view of a first embodiment of a communication tower according to the present disclosure;

图2为本公开通信塔第二实施例的局部结构示意图;2 is a partial structural schematic view of a second embodiment of a communication tower according to the present disclosure;

图3为本公开通信塔第二实施例中抱箍位置截面示意图; 3 is a schematic cross-sectional view showing a position of a hoop in a second embodiment of the communication tower of the present disclosure;

图4为本公开通信塔第三实施例的局部结构示意图;4 is a partial structural schematic view of a third embodiment of a communication tower according to the present disclosure;

图5为本公开第三实施例A-A截面示意图;Figure 5 is a cross-sectional view of a third embodiment A-A of the present disclosure;

图6为本公开第三实施例B-B截面示意图;Figure 6 is a cross-sectional view of a third embodiment of the present disclosure B-B;

图7为本公开通信塔第三实施例中一抱箍位置截面示意图;7 is a schematic cross-sectional view showing a position of a hoop in a third embodiment of the communication tower of the present disclosure;

图8为本公开通信塔第三实施例中另一抱箍位置截面示意图;Figure 8 is a schematic cross-sectional view showing another hoop position in the third embodiment of the communication tower of the present disclosure;

图9为本公开通信塔第四实施例的一局部结构示意图;9 is a partial structural schematic view of a fourth embodiment of a communication tower according to the present disclosure;

图10为本公开通信塔第四实施例的另一局部结构示意图。FIG. 10 is another partial structural diagram of a fourth embodiment of the communication tower of the present disclosure.

具体实施方式detailed description

应当理解,此处所描述的具体实施例仅仅用以解释本公开,并不限定本公开。It is understood that the specific embodiments described herein are merely illustrative of the disclosure and are not intended to be limiting.

本公开提供一种通信塔。The present disclosure provides a communication tower.

参照图1,图1为本公开通信塔第一实施例的结构示意图。Referring to FIG. 1, FIG. 1 is a schematic structural diagram of a first embodiment of a communication tower according to the present disclosure.

在本实施例中,该通信塔包括:In this embodiment, the communication tower includes:

主杆件10和与所述主杆件10端部相连的法兰20,所述法兰20设置为固定所述主杆件10,具体地,所述主杆件10端部通过焊接与法兰20相连,当然所述主杆件10端部通过其他方式与法兰20相连,比如通过螺栓相连;所述法兰20将与其连接的主杆件10固定于地面上,当然如果在主杆件10的两端分别设置有一法兰20,所述法兰20还可以连接两个主杆件10。a main rod 10 and a flange 20 connected to an end of the main rod 10, the flange 20 being arranged to fix the main rod 10, in particular, the end of the main rod 10 is welded and The flanges 20 are connected, of course, the ends of the main rods 10 are connected to the flange 20 by other means, such as by bolts; the flanges 20 are fixed to the ground by the main rods 10 connected thereto, of course, if in the main pole A flange 20 is disposed at each end of the member 10, and the flange 20 can also connect the two main rod members 10.

所述通信塔还包括:加固杆件30,所述加固杆件平行固定在所述主杆件上,所述加固杆件30的端部还与所述法兰20相连。具体地,本实施例中加固杆件30与主杆件10长度相同,加固杆件30与主杆件10之间通过焊接平行固定,具体实施中加固杆件30与主杆件10长度也可以不相同,也可以通过其他方式相 连,比如加固杆件30与主杆件10通过螺栓相连。The communication tower further includes a reinforcing bar member 30 that is fixed in parallel to the main bar member, and an end of the reinforcing bar member 30 is also connected to the flange 20. Specifically, in the embodiment, the reinforcing rod member 30 is the same length as the main rod member 10, and the reinforcing rod member 30 and the main rod member 10 are fixed in parallel by welding. In the specific implementation, the length of the reinforcing rod member 30 and the main rod member 10 can also be Not the same, you can also use other ways For example, the reinforcing rod member 30 is connected to the main rod member 10 by bolts.

本实施例中每一主杆件10对应位置设置有两根加固杆件30,具体实施中可以根据实际需求,在每一主杆件10对应位置设置有相应数量的加固杆件30。为加强加固杆件30与主杆件10的协同受力能力和方便施工人员安装,本实施例中所述通信塔还包括连接件40。加固杆件30与主杆件10相隔适当距离,通过连接件40将所述加固杆件30平行固定在所述主杆件10上,使得加固杆件30与主杆件10连接成一个整体,具体地,所述连接件40通过螺栓将所述加固杆件30固定在所述主杆件10上,保证加固杆件30与主杆件10协同受力,连接件40可以是抱箍、螺栓等可以直接或者间接将加固杆件30与主杆件10连接成一个整体的零件。In the embodiment, each of the main rods 10 is provided with two reinforcing rod members 30 corresponding to the position. In a specific implementation, a corresponding number of reinforcing rod members 30 can be disposed at corresponding positions of each main rod member 10 according to actual needs. In order to enhance the synergistic force of the reinforcing rod 30 and the main rod 10 and facilitate installation by the constructor, the communication tower in the embodiment further includes a connecting member 40. The reinforcing rod member 30 is spaced apart from the main rod member 10 by an appropriate distance, and the reinforcing rod member 30 is fixed in parallel to the main rod member 10 through the connecting member 40, so that the reinforcing rod member 30 is connected with the main rod member 10 as a whole. Specifically, the connecting member 40 fixes the reinforcing bar member 30 to the main bar member 10 by bolts, so as to ensure that the reinforcing bar member 30 and the main bar member 10 are co-stressed, and the connecting member 40 can be a hoop and a bolt. The reinforcing bar member 30 can be directly or indirectly connected to the main bar member 10 as a unitary part.

本公开通信塔包括主杆件和与所述主杆件端部相连的法兰,所述法兰设置为固定所述主杆件,所述通信塔还包括:加固杆件,所述加固杆件平行固定在所述主杆件上,所述加固杆件的端部还与所述法兰相连。通过上述方式,本公开通信塔在现有的通信塔基础上增加与主杆件固定连接的加固杆件,并且所述加固杆件的端部还与所述法兰相连,从而使得所述加固杆件与所述主杆件协同受力,从而增加了通信塔的承载力;并且可以在原有通信塔基础上加固,不需要拆卸通信塔,方便安装。The communication tower of the present disclosure includes a main rod and a flange connected to an end of the main rod, the flange is configured to fix the main rod, and the communication tower further includes: a reinforcing rod, the reinforcing rod The piece is fixed in parallel to the main rod, and the end of the reinforcing rod is also connected to the flange. In the above manner, the communication tower of the present disclosure adds a reinforcing rod member fixedly connected to the main rod member on the basis of the existing communication tower, and the end portion of the reinforcing rod member is also connected to the flange, thereby making the reinforcement The rod and the main rod cooperate with each other to increase the bearing capacity of the communication tower; and can be reinforced on the basis of the original communication tower, without disassembling the communication tower, and facilitating installation.

参照图2,图2为本公开通信塔第二实施例的局部结构示意图;2, FIG. 2 is a partial structural schematic view of a second embodiment of a communication tower according to the present disclosure;

基于本公开通信塔第一实施例,本实施例中加固杆件30为T型钢,所述T型钢包括两边互相垂直成T形的长条钢材31和32,所述连接件40通过螺栓连接所述T型钢中至少一边,将所述T型钢固定在所述主杆件10上,T型钢相对圆形钢占用空间小。具体实施中加固杆件30可以是其他形状的钢材。In the first embodiment of the communication tower of the present disclosure, in the present embodiment, the reinforcing bar member 30 is a T-shaped steel, and the T-shaped steel includes elongated steel members 31 and 32 which are perpendicular to each other in a T shape, and the connecting member 40 is connected by bolts. At least one side of the T-shaped steel, the T-shaped steel is fixed on the main rod 10, and the T-shaped steel takes up less space than the round steel. In a specific implementation, the reinforcing bars 30 may be steel of other shapes.

一般通信塔中主杆件10的截面为圆形,为尽可能多的在主杆件10周围设 置加固杆件30(加固杆件30与主杆件10之间的距离太大会影响协同受力的效果),并在不改变现有通信塔的基础上使得增加加固杆件30容易安装,本实施例中加固杆件30为T型钢,连接件40包括抱箍,所述抱箍抱住所述主杆件10,并通过螺栓固定所述加固杆件30,即固定T型钢,具体地,如图3所示,T型钢包括两边互相垂直成T形的长条钢材31和32,长条钢材31上设置有与抱箍上螺栓孔对应的螺栓孔,所述抱箍抱住所述主杆件10,然后通过螺栓穿过所述抱箍两端设置的螺栓孔以及长条钢材31上设置的螺栓孔,从而将T型钢与主杆件10连接,实现T型钢与主杆件10协同受力。具体实施中还可以通过其他的方式将T型钢与主杆件10连接,比如通过焊接的方式将T型钢与主杆件10固定连接。在更多的实施中还可以通过抱箍固定所述T型钢中长条钢材32,从而将所述T型钢固定在所述主杆件10上,当然还可以通过抱箍连接所述T型钢中两边的长条钢材,将所述T型钢固定在所述主杆件10上。The cross section of the main rod 10 in the general communication tower is circular, and is arranged around the main rod 10 as much as possible. The reinforcing rod member 30 is disposed (the distance between the reinforcing rod member 30 and the main rod member 10 is too large to affect the effect of the coordinated force), and the reinforcing rod member 30 is easily installed without changing the existing communication tower. In the embodiment, the reinforcing bar member 30 is a T-shaped steel, and the connecting member 40 includes a hoop, the hoop hugs the main bar member 10, and the reinforcing bar member 30 is fixed by bolts, that is, the T-shaped steel is fixed, specifically, As shown in FIG. 3, the T-shaped steel includes long steel pieces 31 and 32 which are perpendicular to each other in a T-shape, and the long steel material 31 is provided with a bolt hole corresponding to the bolt hole on the hoop, and the hoop hugs the main body. The rod member 10 is then passed through a bolt hole provided at both ends of the hoop and a bolt hole provided on the long steel plate 31 to connect the T-shaped steel with the main rod member 10, thereby realizing the cooperation between the T-shaped steel and the main rod member 10. Force. In a specific implementation, the T-shaped steel can be connected to the main rod 10 by other means, such as welding the T-shaped steel to the main rod 10 in a fixed manner. In more implementations, the T-shaped steel medium strip steel 32 may be fixed by a hoop to fix the T-shaped steel to the main rod member 10, and of course, the T-shaped steel may be connected by a hoop. A long strip of steel on both sides fixes the T-shaped steel to the main rod 10.

参照图4,图4为本公开通信塔第三实施例的局部结构示意图。Referring to FIG. 4, FIG. 4 is a partial structural schematic view of a third embodiment of a communication tower according to the present disclosure.

基于本公开通信塔第一实施例,本实施例中所述加固杆件30为角钢,所述角钢包括两边互相垂直成直角形的长条钢材33和34,所述连接件40通过螺栓连接所述角钢中至少一边,将所述角钢固定在所述主杆件10上。According to the first embodiment of the communication tower of the present disclosure, in the embodiment, the reinforcing bar member 30 is an angle steel, and the angle steel includes elongated steel members 33 and 34 which are perpendicular to each other at right angles, and the connecting member 40 is connected by bolts. At least one of the angle steels is fixed to the main rod member 10.

基于本公开通信塔第二实施例相同的理由,本实施例中所述加固杆件30为角钢,所述角钢包括两边互相垂直成直角形的长条钢材33和34,本实施例中抱箍呈中间为弧形的M型或者W型形状,具体地,如图5和图6所示,图5为图4中A-A位置截面示意图,图6为图4中B-B位置截面示意图,图5中使用一中间为弧形的M型抱箍,所述抱箍两端分别通过螺栓固定在所述角钢的一边;图6中抱箍位于在图5中抱箍的另一侧,通过抱箍固定所述角钢的另一边,使得图5和图6中抱箍进行配合抱住主杆件10。具体实施中还可以通过其他的方 式或者连接件将将角钢与主杆件10连接,比如如图7和图8所示,图7中使用一对中间为弧形的M型或者W型形状的抱箍,抱箍抱住主杆件10,抱箍两端分别通过螺栓固定连接角钢的一边;或者通过如8所示,使用不同长度抱箍片组合,抱住主杆件10,然后与所述角钢的至少一边固定。For the same reason of the second embodiment of the communication tower of the present disclosure, the reinforcing bar member 30 is an angle steel in the embodiment, and the angle steel includes long steel bars 33 and 34 which are perpendicular to each other at right angles, and the hoop in this embodiment The figure is an M-shaped or W-shaped shape with an arc in the middle. Specifically, as shown in FIG. 5 and FIG. 6 , FIG. 5 is a schematic cross-sectional view of the AA position in FIG. 4 , and FIG. 6 is a schematic cross-sectional view of the BB position in FIG. 4 , and FIG. An M-shaped hoop with an arc in the middle is used, and the two ends of the hoop are respectively fixed to one side of the angle steel by bolts; in FIG. 6, the hoop is located on the other side of the hoop in FIG. 5, and is fixed by the hoop The other side of the angle steel causes the hoops of Figures 5 and 6 to engage and hold the main rod member 10. In the specific implementation, other parties can also be used. Or the connecting piece will connect the angle steel to the main rod 10, as shown in Fig. 7 and Fig. 8, in Fig. 7, a pair of M-shaped or W-shaped hoops with a curved shape in the middle, the hoop hugs the main The rod member 10, the two ends of the hoop are respectively fixed by bolts to one side of the angle steel; or by using a combination of different length hoop pieces as shown in Fig. 8, the main rod member 10 is hung and then fixed to at least one side of the angle steel.

参照图9和图10,图9为本公开通信塔第四实施例的一局部结构示意图,图10为本公开通信塔第四实施例的另一局部结构示意图。9 and FIG. 10, FIG. 9 is a partial structural diagram of a fourth embodiment of the communication tower of the present disclosure, and FIG. 10 is another partial structural diagram of the fourth embodiment of the communication tower of the present disclosure.

基于本公开通信塔第一实施例,所述通信塔还包括与所述加固杆件30端部焊接的连接件60,所述加固杆件30通过所述连接件60与所述法兰20连接。Based on the first embodiment of the communication tower of the present disclosure, the communication tower further includes a connecting member 60 welded to the end of the reinforcing bar member 30, and the reinforcing bar member 30 is connected to the flange 20 through the connecting member 60. .

在实际实施中,使用加固杆件30的长度可能与主杆件10的长度不同,可能长也可能短,如果加固杆件30的长度比主杆件10的长度长,则直接将加固杆件30的长度截成与主杆件10的长度相同;如果加固杆件30的长度比主杆件10的长度短时,从其他地方拿长度相当的加固杆件30又会浪费施工人员的时间,此时需要在加固杆件30端部焊接的连接件60,从而使得加固杆件30通过所述连接件60与所述法兰20连接,方便施工人员安装。In actual implementation, the length of the reinforcing rod member 30 may be different from the length of the main rod member 10, and may be long or short. If the length of the reinforcing rod member 30 is longer than the length of the main rod member 10, the reinforcing rod member may be directly used. The length of 30 is cut to be the same as the length of the main rod 10; if the length of the reinforcing rod 30 is shorter than the length of the main rod 10, taking the length of the reinforcing rod 30 from other places wastes the construction worker's time. At this time, the connecting member 60 welded at the end of the reinforcing bar member 30 is required, so that the reinforcing bar member 30 is connected to the flange 20 through the connecting member 60, which is convenient for the builder to install.

进一步地,为避免出现长度不匹配的问题,方便施工人员安装,所述连接件60包括:第一端板61、立板62和第二端板63,如图7或图8所示,第一端板61与所述加固杆件30端部焊接;所述立板62一端与所述端板焊接、所述立板62的另一端与第二端板63焊接;所述第二端板63与所述法兰20焊接,具体地,本实施例中立板62的数量为二,两块立板62相对设置,两块立板62的两端分别连接第一端板61和第二端板63。当然连接件60中各个板还可以通过其他方式固定连接,比如使用L型连接件通过螺栓固定。具体实施中还可以使用多种连接方式一起使用,进一步加强各部件的连接。在更多的实施中如果立板62的长度较长,则将第一端板61焊接在立板62的适当位置,第二端板63 分别垂直焊接在立板62的端部即可,从而不需要考虑立板62的长度。Further, in order to avoid the problem of length mismatch, which is convenient for the installer to install, the connecting member 60 includes: a first end plate 61, a vertical plate 62 and a second end plate 63, as shown in FIG. 7 or FIG. One end plate 61 is welded to the end of the reinforcing rod member 30; one end of the vertical plate 62 is welded to the end plate, and the other end of the vertical plate 62 is welded to the second end plate 63; the second end plate 63 is welded to the flange 20. Specifically, the number of the vertical plates 62 in the embodiment is two, and the two vertical plates 62 are oppositely disposed. The two ends of the two vertical plates 62 are respectively connected to the first end plate 61 and the second end. Plate 63. Of course, the individual plates in the connector 60 can also be fixedly connected by other means, such as by bolting using an L-shaped connector. In the specific implementation, a plurality of connection modes can also be used together to further strengthen the connection of the components. In more implementations, if the length of the riser 62 is longer, the first end plate 61 is welded to the appropriate position of the riser 62, and the second end plate 63 It is only necessary to vertically weld to the end of the riser 62, so that it is not necessary to consider the length of the riser 62.

本实施例中采用多片板组成连接件,能够随意组合,做成不同长度的连接件,方便施工人员组合成不同高度的连接件,从而方便将所述加固杆件30通过所述连接件60与所述法兰20连接。In this embodiment, a plurality of plates are used to form the connecting members, which can be combined at any time to form connecting members of different lengths, which is convenient for the constructors to assemble the connecting members of different heights, thereby facilitating the passage of the reinforcing bars 30 through the connecting members 60. Connected to the flange 20.

进一步地,为使得连接件60占用空间少,方便设置多个加固件30,本实施例中所述第一端板61和第二端板63为扇形,第一端板61和第二端板63中弧度较短的一边靠近所述主杆件10,弧度较长的一边原离所述主杆件10。Further, in order to make the connecting member 60 take up less space, it is convenient to provide a plurality of reinforcing members 30. In the embodiment, the first end plate 61 and the second end plate 63 are fan-shaped, the first end plate 61 and the second end plate. The shorter side of the arc of 63 is adjacent to the main rod 10, and the longer side of the arc is away from the main rod 10.

进一步地,为增强连接件60与法兰20的连接,在所述第二端板63与所述法兰20焊接后,所述第二端板63还可以通过螺栓固定在所述法兰20上。Further, in order to enhance the connection of the connecting member 60 and the flange 20, after the second end plate 63 is welded to the flange 20, the second end plate 63 may also be fixed to the flange 20 by bolts. on.

以上仅为本公开的优选实施例,并非因此限制本公开的专利范围,凡是利用本公开说明书及附图内容所作的等效结构或等效流程变换,或直接或间接运用在其他相关的技术领域,均同理包括在本公开的专利保护范围内。The above is only a preferred embodiment of the present disclosure, and is not intended to limit the scope of the patents of the present disclosure, and the equivalent structure or equivalent process transformations made by the present disclosure and the contents of the drawings may be directly or indirectly applied to other related technical fields. The same is included in the scope of patent protection of the present disclosure.

工业实用性Industrial applicability

本公开增加与主杆件固定连接的加固杆件,并且所述加固杆件的端部还与所述法兰相连,从而使得所述加固杆件与所述主杆件协同受力,从而增加了通信塔的承载力;并且可以在原有通信塔基础上加固,不需要拆卸通信塔,方便安装。 The present disclosure adds a reinforcing bar member fixedly coupled to the main lever member, and the end portion of the reinforcing bar member is further coupled to the flange such that the reinforcing bar member is coerced with the main lever member, thereby increasing The bearing capacity of the communication tower; and can be reinforced on the basis of the original communication tower, without disassembling the communication tower, and facilitating installation.

Claims (9)

  1. 一种通信塔,包括:A communication tower comprising:
    主杆件;Main rod
    与所述主杆件的端部相连的法兰;以及a flange connected to the end of the main rod;
    加固杆件,所述加固杆件平行固定在所述主杆件上,所述加固杆件的端部与所述法兰相连。A reinforcing rod member is fixed in parallel to the main rod member, and an end of the reinforcing rod member is connected to the flange.
  2. 如权利要求1所述的通信塔,其中,所述通信塔还包括连接件,所述连接件将所述加固杆件平行固定在所述主杆件上。A communication tower according to claim 1, wherein said communication tower further includes a connecting member that fixes said reinforcing bar member in parallel to said main lever member.
  3. 如权利要求2所述的通信塔,其中,所述连接件通过螺栓将所述加固杆件固定在所述主杆件上。A communication tower according to claim 2, wherein said connecting member fixes said reinforcing bar member to said main lever member by bolts.
  4. 如权利要求3所述的通信塔,其中,所述加固杆件为T型钢,所述T型钢包括两边互相垂直成T形的长条钢材,所述连接件通过螺栓连接所述T型钢中至少一边,将所述T型钢固定在所述主杆件上。A communication tower according to claim 3, wherein said reinforcing member is a T-shaped steel, said T-shaped steel comprising a long steel material having two sides perpendicular to each other in a T shape, said connecting member being at least bolted to said T-shaped steel On one side, the T-shaped steel is fixed to the main rod.
  5. 如权利要求3所述的通信塔,其中,所述加固杆件为角钢,所述角钢包括两边互相垂直成直角形的长条钢材,所述连接件通过螺栓连接所述角钢中至少一边,将所述角钢固定在所述主杆件上。A communication tower according to claim 3, wherein said reinforcing bar member is an angle steel, said angle steel comprising elongated steel members having two sides perpendicular to each other at right angles, said connecting member being bolted to at least one side of said angle steel, The angle steel is fixed to the main rod.
  6. 如权利要求3所述的通信塔,其中,所述连接件还包括抱箍,所述抱箍抱住所述主杆件,并通过螺栓固定所述加固杆件。A communication tower according to claim 3, wherein said connecting member further comprises a hoop, said hoop hugs said main lever member, and said reinforcing rod member is fixed by bolts.
  7. 如权利要求1所述的通信塔,其中,所述通信塔还包括与所述加固杆件端部焊接的连接件,所述加固杆件通过所述连接件与所述法兰连接。A communication tower according to claim 1, wherein said communication tower further includes a connector welded to the end of said reinforcing bar member, said reinforcing bar member being coupled to said flange by said connecting member.
  8. 如权利要求7所述的通信塔,其中,所述连接件包括:第一端板、立板和第二端板,所述第一端板与所述加固杆件端部焊接;所述立板的一端与所述第一端板焊接,另一端与所述第二端板焊接;所述第二端板与所述法兰焊接。A communication tower according to claim 7, wherein said connecting member comprises: a first end plate, a vertical plate and a second end plate, said first end plate being welded to said reinforcing rod end; said standing One end of the plate is welded to the first end plate, and the other end is welded to the second end plate; the second end plate is welded to the flange.
  9. 如权利要求8所述的通信塔,其中,所述第二端板通过螺栓固定在所述法兰上。 The communication tower of claim 8 wherein said second end plate is bolted to said flange.
PCT/CN2017/000081 2016-01-07 2017-01-03 Telecommunication tower WO2017118362A1 (en)

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Publication number Priority date Publication date Assignee Title
CN205476761U (en) * 2016-01-07 2016-08-17 中兴通讯股份有限公司 Communication tower

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US20020170261A1 (en) * 2001-05-16 2002-11-21 Brunozzi Jeffrey R. Pole reinforcing arrangement
JP2005282339A (en) * 2004-03-02 2005-10-13 Kyushu Electric Power Co Inc Structure for reinforcing hollow-steel-pipe steel tower by using splice l-shaped material
US20070256388A1 (en) * 2006-05-08 2007-11-08 Nello Inc. Structural reinforcement member and method of utilizing the same to reinforce a longitudinal section of an antenna support tower
CN101463667A (en) * 2009-01-16 2009-06-24 天津市电力公司 Reinforcing means for power transmission iron tower
JP2012047032A (en) * 2010-07-29 2012-03-08 Kansai Electric Power Co Inc:The Reinforcement structure of steel pipe steel tower
CN204754274U (en) * 2015-04-09 2015-11-11 国家电网公司 Transmission line concrete pole reinforcing apparatus
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Publication number Priority date Publication date Assignee Title
US20020170261A1 (en) * 2001-05-16 2002-11-21 Brunozzi Jeffrey R. Pole reinforcing arrangement
JP2005282339A (en) * 2004-03-02 2005-10-13 Kyushu Electric Power Co Inc Structure for reinforcing hollow-steel-pipe steel tower by using splice l-shaped material
US20070256388A1 (en) * 2006-05-08 2007-11-08 Nello Inc. Structural reinforcement member and method of utilizing the same to reinforce a longitudinal section of an antenna support tower
CN101463667A (en) * 2009-01-16 2009-06-24 天津市电力公司 Reinforcing means for power transmission iron tower
JP2012047032A (en) * 2010-07-29 2012-03-08 Kansai Electric Power Co Inc:The Reinforcement structure of steel pipe steel tower
CN204754274U (en) * 2015-04-09 2015-11-11 国家电网公司 Transmission line concrete pole reinforcing apparatus
CN205476761U (en) * 2016-01-07 2016-08-17 中兴通讯股份有限公司 Communication tower

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