WO2016192392A1 - 一种单元组合式通信塔 - Google Patents

一种单元组合式通信塔 Download PDF

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Publication number
WO2016192392A1
WO2016192392A1 PCT/CN2016/000267 CN2016000267W WO2016192392A1 WO 2016192392 A1 WO2016192392 A1 WO 2016192392A1 CN 2016000267 W CN2016000267 W CN 2016000267W WO 2016192392 A1 WO2016192392 A1 WO 2016192392A1
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Prior art keywords
unit
tower
column
communication tower
prefabricated
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PCT/CN2016/000267
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English (en)
French (fr)
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王勇
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王勇
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Publication of WO2016192392A1 publication Critical patent/WO2016192392A1/zh

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/02—Structures made of specified materials
    • E04H12/08—Structures made of specified materials of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92—Protection against other undesired influences or dangers
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92—Protection against other undesired influences or dangers
    • E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/42—Foundations for poles, masts or chimneys

Definitions

  • the present invention relates to the field of communication device technologies, and in particular, to a unit combined communication tower.
  • the specifications of the tower components correspond to the height of the tower.
  • the environment around the communication tower tends to change.
  • the communication tower that has already been built may not meet the actual needs because the original tower height is high. Therefore, the communication tower should be able to increase or decrease the height after completion, and the traditional communication tower should be increased or decreased. Height, usually need to replace the tower components, and the replacement components need to remove the original components to re-assemble; the newly replaced components increase the input of manpower and material resources.
  • the traditional communication tower includes a tower base and a tower body on the tower.
  • the tower body is composed of a column and a diagonal rod.
  • the column of the tower body is vertical, some are inclined, and the specifications of the column are The number is different, and the length and angle of the diagonal rod of the tower vary according to the height of the communication tower.
  • the present invention provides a unit combined communication tower.
  • a unit combined communication tower includes a prefabricated base body and a tower unit disposed on the prefabricated base body: the tower unit includes a column assembly, a slant rod assembly and an end plate, and the tower unit uses four sets of column assemblies
  • the cross-section is a regular quadrilateral structure, and the top and bottom portions of the tower unit are provided with end plates; the tower joint units having the same structure, the tower joint unit and the prefabricated base body are connected by connecting bolts
  • the column assembly includes a column and a connecting block disposed at two ends of the column, and the connecting block and the column are provided with a plurality of bolt holes.
  • the technical solution is preferably that the cross section of the column is shape.
  • the prefabricated base body comprises a base plate and a prefabricated box body having a hollow structure disposed on the base plate, and four connecting bolts are disposed at four corners of the upper surface of the prefabricated box body.
  • the four connecting bolts are respectively connected to the four columns; the base plate and the prefabricated box have a regular quadrangle, and the base plate coincides with the center of the prefabricated box and has a back-shaped structure.
  • the column is arranged in a vertical manner.
  • the specifications of the column are the same, and the number of columns is increased by a multiple of four from top to bottom.
  • the technical solution proposes that the side length of the tower unit increases in multiples.
  • the length and the mounting angle of the diagonal rod assembly are the same.
  • the technical solution is that the end plate and the diagonal rod assembly are shared between the tower unit having the same structure.
  • the length of the cross section of the base plate is twice the side length of the cross section of the prefabricated box.
  • the diagonal rod assembly comprises an angle piece and a connecting plate disposed at two ends of the angle piece.
  • the technical solution provides that the diagonal rod assembly and the column assembly are fixed by connecting bolts.
  • the connecting plates at both ends of the diagonal rod assembly are respectively disposed on the adjacent column assemblies.
  • the diagonal rod assemblies are disposed at an intersection, and the diagonal rod assemblies are fixed by connecting bolts.
  • the unit-combined communication tower of the present invention has a tower unit composed of a column assembly, a slant rod assembly and an end plate, which is prefabricated by the manufacturer according to actual needs.
  • the tower section unit having the same size structure, the tower section unit only needs to be fixed by the connecting bolt, and the installation is convenient, and the construction period is greatly shortened: at the same time, the adjacent tower section units are fixed by the connecting bolts, thereby effectively improving the communication tower.
  • the overall seismic and wind resistance can adapt to more severe natural conditions;
  • the tower unit has the same size structure, which saves the construction personnel from identifying the components on the construction site and eliminates the connection time caused by the connection error. And material waves Fee; 3 Because the tower unit of the communication tower can be mass-produced, procurement, transportation and installation are extremely convenient, saving transportation costs and installation costs.
  • FIG. 1 is a schematic structural view of a first embodiment of a unit combined communication tower according to the present invention
  • Figure 2 is a top plan view of the communication tower of Figure 1;
  • FIG. 3 is a schematic structural view of the prefabricated base body of FIG. 1;
  • Figure 4 is a plan view of the prefabricated base body of Figure 3;
  • FIG. 5 is a schematic structural view of the tower unit of Figure 1;
  • Figure 6 is a view of the tower section A of Figure 5;
  • Figure 7 is a schematic structural view of the column assembly of Figure 5;
  • Figure 8 is a view of the column assembly B of Figure 7;
  • Figure 9 is a schematic structural view of the diagonal rod assembly of Figure 5.
  • Figure 10 is a C-direction view of the diagonal rod assembly of Figure 9;
  • FIG. 11 is a schematic structural view of a first embodiment of a unit combined communication tower of the invention of wood;
  • Figure 12 is a schematic view showing the structure of a conventional communication tower.
  • a unit combined communication tower includes a prefabricated base body 1 and a tower unit 2 disposed on the prefabricated base body 1.
  • the tower unit 2 includes a column assembly 22, a slant rod assembly 23, and an end plate 21.
  • the column assembly 22 is set to four groups, and the slant rod assemblies 23 are disposed in pairs and arranged in a cross.
  • the tower unit 2 is fixed by the four sets of column assemblies 22 through the diagonal rod assembly 23 to form a structure having a regular quadrangular cross section, and the top and bottom portions of the tower unit 2 are provided with end plates 21.
  • the tower unit 2 and the pre- The base bodies 1 are integrally formed by connecting bolts to improve the stability of the overall structure of the communication tower.
  • the column assembly 22 includes a column 222 and a connecting block 221 disposed at two ends of the column 222. For the convenience of connection, a plurality of bolt holes are disposed on the connecting block 221 and the column 222.
  • the cross section of the column 222 is Shape, cross section is The design not only improves the load-bearing capacity of the column 222, but also reduces the manufacturing cost.
  • the prefabricated base body 1 includes a base plate 12 and a prefabricated box body 11 having a hollow structure disposed on the base plate 12, and four connecting bolts are disposed at four corners of the upper surface of the prefabricated box body 11;
  • the four connecting bolts on the upper surface of the prefabricated casing 11 are connected for the column 222 of the tower unit 2 corresponding thereto.
  • the connecting bolt of the lower surface of the prefabricated box 11 is used for connection with the base plate 12: when the base plate 12 is manufactured, as shown in FIG. 3, a positioning hole is reserved at the set position of the base plate 12, and the positioning hole is disposed at
  • the connecting bolt on the lower surface of the prefabricated box 11 is inserted into the positioning hole and fixed, and the installation is simple.
  • the columns 222 are all vertically disposed, the specifications of the columns 222 are the same, and the number of the columns 222 is increased by a multiple of four from the upper end to the lower end of the communication tower: the side length of the tower unit 2 is also in multiples. increase.
  • the length and the mounting angle of the diagonal rod assembly 23 are the same, which improves the stability of the entire communication tower.
  • the end plate 21 and the diagonal rod assembly 23 are shared between the tower unit 2 having the same structure, which improves the stability of the communication tower and reduces the manufacturing cost.
  • 12 is a schematic structural view of a conventional communication tower.
  • the columns of the tower body 3 are vertical, some are inclined, and the specifications and the number of the columns are different.
  • the length and angle of the inclined rod of the tower body are according to communication.
  • the height of the tower changes; however, the environment around the communication tower tends to change.
  • the communication tower that has been built may not meet the actual needs because the original tower height is high. Therefore, the communication tower should be able to increase or decrease the height after the completion of the communication tower. If the tower wants to increase or decrease the height, it usually needs to replace the components of the tower body, and the replacement components need to be removed to reassemble the original components: the newly replaced components increase the input of manpower and material resources.
  • the prefabricated base body 1 is set to five groups
  • the tower unit 2 is set to six groups
  • the prefabricated base body 1 is disposed at a horizontal plane, and the tower unit 2 having the same structure is provided.
  • the unit, the tower unit 2 and the prefabricated base 1 are integrally fixed by a connecting bolt, so that the unit combined communication tower of the present invention has a structure in which the number of the tower unit 2 is reduced from the bottom to the top.
  • the cross-sectional view of the communication tower in the horizontal direction is an image obtained by splicing horizontal shots of the tower section unit 2, and FIG. 2 shows a "ten"-shaped structure.
  • the cross-section of the base plate 12 and the prefabricated case 11 are both regular squares.
  • the base plate 12 coincides with the center of the prefabricated case 11 and has a back-shaped structure.
  • the side length of the cross section of the base plate 12 of the present invention is twice the side length of the cross section of the prefabricated casing 11, and the "ten" shaped communication tower of FIG.
  • two sets of tower section units 2 are disposed at the center thereof, and are vertically overlapped, and a set of tower section units 2 are disposed around the tower section unit 2 on the lower side of the center.
  • the tower unit 2 disposed around is fixed to the two sets of prefabricated boxes 11, and the present invention is adjacent by the tower unit 2
  • the prefabricated boxes 11 are connected as a whole to improve the stability of the communication tower.
  • the prefabricated box 11 in the periphery of the present invention serves as a reserved fixed port, and the tower unit 2 can be installed as needed, thereby improving the installation of the communication tower. flexibility.
  • the diagonal rod assembly 23 includes an angle piece 232 and a first connecting plate 231 and a second connecting plate 233 disposed at two ends of the angle piece 232. As shown in FIG. 5, the diagonal rod assembly 23 and the column assembly 22 are fixed by connecting bolts, and the diagonal rod assemblies 23 are arranged to be crossed: further, the diagonal rod assemblies 23 are fixed by connecting bolts, and are removed. Convenience. The first connecting plate 231 and the second connecting plate 233 at both ends of the diagonal rod assembly 23 are respectively disposed on the adjacent column assemblies 22.
  • the structural schematic diagram of the second embodiment of the unit modular communication tower of the present invention is different from the first embodiment in that the height of the tower unit 2 is different, and the tower unit 2 is misaligned. Installation is carried out, and under the premise of satisfying the use, it avoids the influence of environmental factors such as the position and location, and has a wide range of application.

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Abstract

一种单元组合式通信塔，包括预制基础体（1）及设置于其上的塔节单元（2）；塔节单元（2）包括立柱组件（22）、斜杆组件（23）及端板（21），塔节单元（2）采用四组立柱组件（22）通过斜杆组件（23）固定形成横截面为正四边形的结构，且塔节单元（2）的顶部及底部均设置端板（21）；塔节单元（2）之间、塔节单元（2）与预制基础体（1）之间均通过螺栓连接。该通信塔具有安装方便，建设周期短，结构稳定的优点。

Description

一种单元组合式通信塔 技术领域
本发明涉及通信设备技术领域，具体涉及一种单元组合式通信塔。
背景技术
当今世界通信行业正在迅猛发展，随之而来的信号覆盖问题，对通信塔的需求越来越大。但是相应地也带来了一些问题，一方面，角钢塔、管塔等传统通信塔主要是靠众多长短不一、规格不同的构件散装固定或者焊接而成，且这些构件间基本不可相互替换，在制作过程中构件尺寸计算和下料均很麻烦，且在安装过程中也经常出现构件安装位置或方向不当而造成返工的现象。利用这种构件建设的通信塔，相应的建设周期很长，而且一旦安装失误造成返工，不仅浪费钢材，而且会延长建设周期。因此为了缩短建设周期，减少安装失误带来的不利后果，要求一种能够便于安装、结构同一性强的构件的出现：同时这种构件要求能够便于批量化生产和采购。
另外，传统的通信塔，塔的构件的规格和塔的高度相对应的。然而通信塔周围的环境往往会发生变化，已经建成的通信塔可能会因为原有塔高不能满足现实需求，因此要求通信塔建成后应能够增加或者减少高度，而传统通信塔如果要增加或者减少高度，通常需要更换铁塔构件，而更换构件需要拆除原有构件重新组装；新更换的构件，增加了人力、物力的投入。
传统通信塔包括塔座及设置塔座上的塔身，如附图12所示，塔身由立柱及斜杆组成，该塔身的立柱有的是竖直的，有的是倾斜的，且立柱的规格、数量均不相同，该塔身的斜杆的长度及角度根据通信塔的高度而变化。
现有的传统通信塔由于自身结构方面的限制，难以适应上述通信塔发展趋势。由此，本发明人结合多年的设计制造经验，提出一种单元化生产和组装的通信塔，以克服上述技术缺陷。
发明内容
为了克服现有的通信塔建设周期长、容易造成安装失误、不便于批量生产和采购、建设成形的通信塔难以更改高度的缺陷，本发明提供一种单元组合式通信塔。
本发明是通过如下技术方案实现的：
一种单元组合式通信塔，包括预制基础体及设置于预制基础体上的塔节单元：所述塔节单元包括立柱组件、斜杆组件及端板，所述塔节单元采用四组立柱组件通过斜杆组件固定形成横截面为正四边形的结构、且塔节单元的顶部及底部均设置端板；具有相同结构的塔节单元之间、塔节单元与预制基础体之间均通过连接螺栓设为一体；所述立柱组件包括立柱及设置于立柱两端的连接块，所述连接块、立柱上均设置若干螺栓孔。
所述的技术方案优选为，所述立柱的横截面呈
Figure PCTCN2016000267-appb-000001
状。
所述的技术方案优选为，所述预制基础体包括基础板及设置于基础板上的、具有中空结构的预制箱体，预制箱体的上表面的四个拐角处均设有四个连接螺栓，所述四个连接螺栓分别与四个立柱对应连接；所述基础板、预制箱体的横截面均为正四边形，所述基础板与预制箱体的中心重合，且呈回字形结构。
所述的技术方案优选为，所述立柱采用竖直方式设置。
所述的技术方案优选为，所述立柱的规格相同，且立柱的数量由上到下按照四的倍数增加。
所述的技术方案优选为，所述塔节单元的边长按倍数增加。
所述的技术方案优选为，所述斜杆组件的长度及安装角度均相同。
所述的技术方案优选为，具有相同结构的塔节单元之间共用端板及斜杆组件。
所述的技术方案优选为，所述基础板的横截面的边长为预制箱体的横截面的边长的两倍。
所述的技术方案优选为，所述斜杆组件包括角钢件及设置于角钢件两端的连接板。
所述的技术方案优选为，所述斜杆组件与立柱组件之间采用连接螺栓固定。
所述的技术方案优选为，斜杆组件两端的连接板分别设置于相邻的立柱组件上。
所述的技术方案优选为，所述斜杆组件交叉设置，且斜杆组件之间采用连接螺栓固定。
与现有技术相比，本发明的优越效果在于：①本发明所述的单元组合式通信塔通过立柱组件、斜杆组件及端板组成的塔节单元，是由生产厂家根据实际需要预制的具有相同的尺寸结构的塔节单元，所述塔节单元仅需要通过连接螺栓固定，安装方便，大大缩短了建设周期：同时相邻的塔节单元之间通过连接螺栓固定，有效提高了通信塔的整体抗震、抗风能力，能够适应更恶劣的自然条件；②所述的塔节单元具有完全相同的尺寸结构，既节省施工人员在施工现场识别构件的时间，又杜绝出现连接错误造成施工时间和材料的浪 费；③由于所述通信塔的塔节单元能够批量化生产，采购，运输和安装极其方便，节约了运输成本和安装成本。
附图说明
图1为本发明所述单元组合式通信塔第一实施例的结构示意图；
图2为图1所述通信塔的俯视图；
图3为图1中所述预制基础体的结构示意图；
图4为图3所述预制基础体的俯视图；
图5为图1中所述塔节单元的结构示意图；
图6为图5所述塔节单元A向视图；
图7为图5中所述立柱组件的结构示意图；
图8为图7所述立柱组件B向视图；
图9为图5所述斜杆组件的结构示意图；
图10为图9所述斜杆组件的C向视图；
图11为木发明所述单元组合式通信塔第一实施例的结构示意图；
图12为传统通信塔的结构示意图。
附图标记如下：
1-预制基础体、11-预制箱体、12-基础板、2-塔节单元、21-端板、22-立柱组件、221-连接块、222-立柱、23-斜杆组件、231-第一连接板、232-角钢件、233-第二连接板、3-塔身、4-塔座。
具体实施方式
下面结合附图对本发明具体实施方式作进一步详细说明。
实施例1
如附图1-10所示，本发明所述一种单元组合式通信塔，包括预制基础体1及设置于预制基础体1上的塔节单元2。所述塔节单元2包括立柱组件22、斜杆组件23及端板21。所述立柱组件22设为四组，所述斜杆组件23成对设置、且交叉设置。所述塔节单元2采用四组立柱组件22通过斜杆组件23固定形成横截面为正四边形的结构、且塔节单元2的顶部及底部均设置端板21。本发明中，具有相同结构的塔节单元2之间、塔节单元2与预 制基础体1之间均通过连接螺栓设为一体，提高的通信塔整体结构的稳定性。
所述立柱组件22包括立柱222及设置于立柱222两端的连接块221；为了连接方便，在连接块221、立柱222上均设置若干螺栓孔。所述立柱222的横截面呈
Figure PCTCN2016000267-appb-000002
状，横截面为
Figure PCTCN2016000267-appb-000003
状的设计，不仅提高了立柱222的承重能力，同时降低了制造成本。
所述预制基础体1包括基础板12及设置于基础板12上的、具有中空结构的预制箱体11，预制箱体11的上表面的四个拐角处均设有四个连接螺栓；设置于预制箱体11上表面的四个连接螺栓用于与其相对应的塔节单元2的立柱222连接。所述预制箱体11下表面的连接螺栓用于与基础板12连接：所述基础板12在制造时，如图3所示，在基础板12的设定位置预留定位孔，将设置于预制箱体11下表面的连接螺栓插入定位孔中固定，安装简便。所述立柱222均竖直设置，所述立柱222的规格相同，且所述立柱222的数量由通信塔的上端到下端按照四的倍数增加：所述塔节单元2的边长同样也按照倍数增加。所述斜杆组件23的长度及安装角度均相同，提高了通信塔整体的稳定性。本申请中，具有相同结构的塔节单元2之间共用端板21及斜杆组件23，在提高通信塔稳定性的同时降低了制造成本。如图12所示为传统通信塔的结构示意图，其塔身3的立柱有的是竖直的，有的是倾斜的，且立柱的规格、数量均不相同，该塔身的斜杆的长度及角度根据通信塔的高度而变化；然而通信塔周围的环境往往会发生变化，已经建成的通信塔可能会因为原有塔高不能满足现实需求，因此要求通信塔建成后应能够增加或者减少高度，而传统通信塔如果要增加或者减少高度，通常需要更换塔身的构件，而更换构件需要拆除原有构件重新组装：新更换的构件，增加了人力、物力的投入。
如图1、2所示，所述预制基础体1设为五组，所述塔节单元2设为六组，所述预制基础体1设在一个水平面，具有相同结构的塔节单元2之间、塔节单元2与预制基础体1之间均通过连接螺栓固定为一体，使得本发明所述单元组合式通信塔具有下大上小、塔节单元2的数量由下向上依次递减的结构，并且通信塔在水平方向上的截面视图是由塔节单元2的水平截图拼接而成的图像，图2所示为“十”字形结构。在图2中，所述基础板12、预制箱体11的横截面均为正四边形。所述基础板12与预制箱体11的中心重合，且呈回字形结构。为了进一步提高通信塔结构的稳定性，本发明所述基础板12的横截面的边长为预制箱体11的横截面的边长的两倍，在图2所述“十”字形通信塔的结构中，其中心设置两组塔节单元2，且上下重叠，处于中心下侧的塔节单元2的四周均设置一组塔节单元2。设置于四周的塔节单元2均与两组预制箱体11固定，本发明通过塔节单元2将相邻 的预制箱体11连接为一个整体，提高了通信塔的稳定性，同时本发明中处于四周的预制箱体11作为预留固定端口，能够根据需要设置塔节单元2，提高了通信塔安装的灵活性。
所述斜杆组件23包括角钢件232及设置于角钢件232两端的第一连接板231及第二连接板233。如图5所示，所述斜杆组件23与立柱组件22之间采用连接螺栓固定，且所述斜杆组件23交叉设置：进一步地，所述斜杆组件23之间采用连接螺栓固定，拆卸方便。斜杆组件23两端的第一连接板231及第二连接板233分别设置于相邻的立柱组件22上。
实施例2
如图11所示，本发明所述单元组合式通信塔第二实施例的结构示意图，与实施例1的区别特征是，所述塔节单元2的高度不同，采用塔节单元2错位的方式进行安装，在满足使用的前提下，避免了因地位位置等环境要素的影响，适用范围广。
本发明并不限于上述实施方式，在不背离本发明的实质内容的情况下，本领域技术人员可以想到的任何变形、改进、替换均落入本发明的保护范围。

Claims (9)

  1. 一种单元组合式通信塔，其特征在于，包括预制基础体及设置于预制基础体上的塔节单元；所述塔节单元包括立柱组件、斜杆组件及端板，所述塔节单元采用四组立柱组件通过斜杆组件固定形成横截面为正四边形的结构、且塔节单元的顶部及底部均设置端板；具有相同结构的塔节单元之间、塔节单元与预制基础体之间均通过连接螺栓设为一体；所述立柱组件包括立柱及设置于立柱两端的连接块，所述连接块、立柱上均设置若干螺栓孔。
  2. 根据权利要求1所述的单元组合式通信塔，其特征在于，所述立柱的横截面呈
    Figure PCTCN2016000267-appb-100001
    状。
  3. 根据权利要求1所述的单元组合式通信塔，其特征在于，所述预制基础体包括基础板及设置于基础板上的、具有中空结构的预制箱体，预制箱体的上表面的四个拐角处均设有四个连接螺栓，所述四个连接螺栓分别与四个立柱对应连接；所述基础板、预制箱体的横截面均为正四边形；所述基础板与预制箱体的中心重合，且呈回字形结构。
  4. 根据权利要求3所述的单元组合式通信塔，其特征在于，所述基础板的横截面的边长为预制箱体的横截面的边长的两倍。
  5. 根据权利要求1或2所述的单元组合式通信塔，其特征在于，所述立柱采用竖直方式设置。
  6. 根据权利要求1或2所述的单元组合式通信塔，其特征在于，所述立柱的规格相同，且立柱的数量由上到下按照四的倍数增加。
  7. 根据权利要求1所述的单元组合式通信塔，其特征在于，所述塔节单元的边长按倍数增加。
  8. 根据权利要求1所述的单元组合式通信塔，其特征在于，所述斜杆组件的长度及安装角度均相同。
  9. 根据权利要求1所述的单元组合式通信塔，其特征在于，具有相同结构的塔节单元之间共用端板及斜杆组件。
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