CN110566028A - novel wireless 40-meter single-pipe tower - Google Patents

novel wireless 40-meter single-pipe tower Download PDF

Info

Publication number
CN110566028A
CN110566028A CN201910851283.3A CN201910851283A CN110566028A CN 110566028 A CN110566028 A CN 110566028A CN 201910851283 A CN201910851283 A CN 201910851283A CN 110566028 A CN110566028 A CN 110566028A
Authority
CN
China
Prior art keywords
tower section
tower
climbing device
antenna holding
section
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201910851283.3A
Other languages
Chinese (zh)
Inventor
黎奇迈
李花歌
余发科
胡智霖
陈光洪
胡要杰
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
GUANGDONG SOUTHERN TELECOM PLANNING CONSULTING AND DESIGN INSTITUTE Co Ltd
Original Assignee
GUANGDONG SOUTHERN TELECOM PLANNING CONSULTING AND DESIGN INSTITUTE Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by GUANGDONG SOUTHERN TELECOM PLANNING CONSULTING AND DESIGN INSTITUTE Co Ltd filed Critical GUANGDONG SOUTHERN TELECOM PLANNING CONSULTING AND DESIGN INSTITUTE Co Ltd
Priority to CN201910851283.3A priority Critical patent/CN110566028A/en
Publication of CN110566028A publication Critical patent/CN110566028A/en
Pending legal-status Critical Current

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Classifications

    • 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
    • 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
    • E04H12/22Sockets or holders for poles or posts
    • E04H12/2253Mounting poles or posts to the holder
    • E04H12/2261Mounting poles or posts to the holder on a flat base

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Materials Engineering (AREA)
  • Wood Science & Technology (AREA)
  • Support Of Aerials (AREA)

Abstract

The invention relates to the field of communication engineering construction, and discloses a novel wireless 40-meter single-pipe tower, which comprises: four tower sections, lightning rod, antenna holding pole, four layers of platforms, ring flange and rag bolt and climbing device. The tower is used for saving the construction cost of the tower, can provide a plurality of antenna installation platforms, can meet the wireless installation requirements of a plurality of systems of one operator or different systems of a plurality of operators, and simultaneously ensures the safety and the economy.

Description

Novel wireless 40-meter single-pipe tower
Technical Field
The invention relates to the field of communication engineering construction, in particular to a novel wireless 40-meter single-pipe tower.
Background
With the rapid development of wireless data network construction, at present, 4G network services are vigorously developed by various domestic large communication operators, and 5G network license plates are issued, so that the rapid development of various domestic operators in the future is a key point. At present, infrastructure of base stations and towers is mainly built overall through an iron tower company, based on energy conservation, environmental protection and economic and reasonable starting points, on the premise of meeting the antenna installation requirements of operators and ensuring safety, the design of a rod body is optimized, cost is saved, the method is a construction mode which is very favorable for the propulsion of 5G network construction projects in China and is also very necessary to be carried out, and the existing towers are large in size, large in occupied area and high in cost.
Disclosure of Invention
the invention aims to provide a novel wireless 40-meter single-pipe tower, which is used for saving the construction cost of the tower, can provide a plurality of antenna installation platforms, can meet the wireless installation requirements of a plurality of systems of one operator or different systems of a plurality of operators, and simultaneously ensures the safety and the economy.
The purpose of the invention is realized by the following technical scheme.
A novel wireless 40 meters single-pipe tower, comprising: the lightning rod is fixedly arranged at the top end of the first tower section, the bottom end of the first tower section is fixedly arranged at the top end of the second tower section, the bottom end of the first tower section is sleeved with the top end of the second tower section, a fixing bolt is arranged at the sleeved position, the bottom end of the second tower section is fixedly arranged at the top end of the third tower section, the bottom end of the second tower section is sleeved with the top end of the third tower section, a fixing bolt is arranged at the sleeved position, the bottom end of the third tower section is fixedly arranged at the top end of the fourth tower section, the bottom end of the third tower section is sleeved with the top end of the fourth tower section, a fixing bolt is arranged at the sleeved position, and the bottom end of the fourth tower section is fixedly arranged on the ground through the flange plate and the foundation bolt; the two layers of platforms are arranged on the tower body of a first tower section at intervals, the rest two layers of platforms are arranged on the tower body of a second tower section at intervals, the antenna holding poles are fixed on the tower bodies of the first tower section and the second tower section through hoops, the antenna holding poles are respectively positioned above each layer of platform, wherein 3 antenna holding poles are arranged on each layer of platform, the 3 antenna holding poles are uniformly distributed around the corresponding tower section in a surrounding manner, the antenna holding poles extend along the axial direction of the corresponding tower section, each antenna holding pole is respectively fixedly connected with the periphery of the corresponding tower section through 3 hoops, and the length of each antenna holding pole is 3000 mm; climbing device is including climbing device top mounting, climbing device middle mounting and climbing device bottom mounting, climbing device top mounting passes through the bolt fastening on the top of first tower section, climbing device top mounting center is 0.2 meters apart from the top of first tower section, climbing device middle mounting passes through the bolt fastening department of cup jointing between each tower section, climbing device bottom mounting passes through the bolt fastening in the bottom of fourth tower section, climbing device bottom mounting center is 2 meters apart from ring flange top surface.
compared with the prior art, the embodiment of the invention has the following advantages:
The invention mainly provides an economical, reasonable and effective tower form for the installation of the wireless antenna in the wireless communication construction, and the application of the invention can reduce the weight of the tower and the production cost of the tower; the specification of the tower foundation is reduced, and the engineering cost of the tower foundation is reduced; the floor area of the tower is reduced, and the construction cost is saved. According to the invention, on the premise of keeping the number of the pole body platforms and the installation positions of the antennas unchanged, the specification and the size of each component of the pole tower are reduced, so that the total weight of the pole body and the floor area of the pole body foundation are reduced on the premise of ensuring safety, and the construction cost is reduced.
Drawings
FIG. 1 is a general illustration of a tower construction of the present invention;
FIG. 2 is an enlarged view of a portion of FIG. 1;
FIG. 3 is a block diagram of various tower sections in an embodiment of the present invention;
FIG. 4 is a view of an anchor bolt and a flange in an embodiment of the present invention.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is described in further detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
The general technical scheme of the invention is a novel wireless 40-meter single-pipe tower scheme, and the diagrams of the main rods of the towers are shown in figures 1 and 2. The antenna is embraced the pole and is passed through the staple bolt and fixed to the body of rod of shaft tower on, the shaft tower has 4 layers of platforms, and pole is embraced to 3 antennas of every layer of mountable, and the length of every antenna armful is 3000 mm.
FIG. 3 is a block diagram of various tower sections of the present invention. From left to right, the structure diagram of a first tower segment 2, a second tower segment 3, a third tower segment 4 and a fourth tower segment 5 is included.
FIG. 4 is a view of the anchor bolts and flange of the present invention. In the drawing, the left side is a mounting combination drawing of the foundation bolt and the flange plate, and the right side is a schematic drawing of the flange plate. The connection mode of the tower and the foundation is clear in the drawing, the foundation design is provided, the flange plate is fixed to the ground through the foundation bolts, the flange plate is fixed to the bottom of the fourth tower section, the fourth tower section is fixed to the ground, and stability is well guaranteed.
In the figure, a novel wireless 40 m single-pipe tower comprises: four tower sections, a lightning rod 1, an antenna holding pole 6, a four-layer platform 7, a flange 8, foundation bolts and a climbing device, the lightning rod 1 is fixedly arranged at the top end of the first tower section 2, the bottom end of the first tower section 2 is fixedly arranged with the top end of the second tower section 3, the bottom end of the first tower section 2 is sleeved with the top end of the second tower section 3, a fixing bolt 9 is arranged at the sleeving connection position, the bottom end of the second tower section 3 is fixedly arranged with the top end of the third tower section 4, the bottom end of the second tower section 3 is sleeved with the top end of the third tower section 4, a fixing bolt 9 is arranged at the sleeving connection position, the bottom end 4 of the third tower section is fixedly arranged with the top end of the fourth tower section 5, the bottom end of the third tower section 4 is sleeved with the top end of the fourth tower section 5, a fixing bolt 9 is arranged at the sleeving joint, and the bottom end of the fourth tower section 5 is fixedly installed with the ground through a flange plate 8 and a foundation bolt; two layers of platforms 7 are arranged on a tower body of a first tower section 2 at intervals, the rest two layers of platforms 7 are arranged on a tower body of a second tower section 3 at intervals, antenna holding poles 6 are fixed on the tower bodies of the first tower section 2 and the second tower section 3 through hoops, the antenna holding poles 6 are respectively positioned above each layer of platform 7, wherein 3 antenna holding poles are arranged on each layer of platform, the 3 antenna holding poles are uniformly distributed around the corresponding tower sections in a surrounding manner, the antenna holding poles extend along the axial direction of the corresponding tower sections, each antenna holding pole is respectively and fixedly connected with the periphery of the corresponding tower section through 3 hoops, and the length of each antenna holding pole is 3000 mm; climbing device is when climbing the nail climbing body of rod for installation and maintainer on through the body of rod, the equipment of falling is prevented safely that provides, climbing device includes climbing device top mounting, mounting and climbing device bottom mounting in the middle of the climbing device, climbing device top mounting passes through the bolt fastening on the top of first tower section, climbing device top mounting center is 0.2 meters from the top of first tower section, the mounting passes through the department of cup jointing of bolt fastening between each tower section in the middle of the climbing device, climbing device bottom mounting passes through the bottom of bolt fastening at the fourth tower section, climbing device bottom mounting center is 2 meters from ring flange top surface. The safety belt passes through the anti-falling device in the equipment and is connected with wire rope, and wire rope inlays in each mounting of climbing device to body of rod personnel's safety about guaranteeing, it provides safe convenient mode for maintenance personal climbing shaft tower. Because the fixed mode of antenna pole, platform is firm, and the connection between each tower section is for cup jointing to be equipped with fixing bolt 9, the connection between the tower section is more firm like this, makes the total weight reduce still can keep sufficient rigidity, thereby can reduce area, practices thrift the cost.
The invention provides a scheme of a wireless novel 40-meter single-pipe tower (4 platforms and 0.35 wind pressure), and compared with a tower corresponding to an iron tower map set, the novel tower has the advantages that the total weight of the tower is reduced, the occupied area is reduced, and the number of the platforms and the installation position of an antenna are kept unchanged. Therefore, on the premise of meeting the installation requirements of operators for antennas and ensuring safety, the production cost of the tower can be reduced, the specification of the tower foundation is reduced, the cost of the tower foundation is reduced, the occupied area of the tower is reduced, the purpose of saving the construction cost is achieved, and the construction cost of the tower is effectively reduced.
The rod body of the 40-meter single-tube tower is a 16-edge tube rolled by a Q345 steel plate, and the mechanical property and the chemical composition of the rod body accord with the relevant regulations of Low-alloy high-strength structural Steel GB/T1591. Except for the noted parts, other section steel, round steel and steel plate adopt Q235B, and the mechanical property and chemical composition of the section steel, round steel and steel plate are in accordance with the regulation of carbon structural steel (GB/T700). A welding rod E43 is used for welding Q235, a welding rod E50 is used for welding Q345, double-sided automatic welding is adopted for butt joint of steel plates, and full welding is realized by using an air planer for back chipping. The rod body is connected by adopting plug-in connection. All the mounting bolts need to be constructed according to relevant national specifications, and 4.8-grade bolts are adopted for bolt connection except for special indication.
The design scheme of the 40-meter single-pipe tower body of the invention meets the relevant design specifications of the state and the industry:
Steel structure design criteria (GB50017-2003)
towering structural design criteria (GB50135-2006)
2016 edition of building aseismic design Specification (GB50011-2010)
Building structure load standard (GB50009-2012)
Structural design standard of mobile communication engineering steel tower mast (YD-T5131-2005)
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents and improvements made within the spirit and principle of the present invention are intended to be included within the scope of the present invention.

Claims (1)

1. The utility model provides a wireless novel 40 meters single-pipe tower shaft tower which characterized in that includes: the lightning rod is fixedly arranged at the top end of the first tower section, the bottom end of the first tower section is fixedly arranged at the top end of the second tower section, the bottom end of the first tower section is sleeved with the top end of the second tower section, a fixing bolt is arranged at the sleeved position, the bottom end of the second tower section is fixedly arranged at the top end of the third tower section, the bottom end of the second tower section is sleeved with the top end of the third tower section, a fixing bolt is arranged at the sleeved position, the bottom end of the third tower section is fixedly arranged at the top end of the fourth tower section, the bottom end of the third tower section is sleeved with the top end of the fourth tower section, a fixing bolt is arranged at the sleeved position, and the bottom end of the fourth tower section is fixedly arranged on the ground through the flange plate and the foundation bolt; the two layers of platforms are arranged on the tower body of a first tower section at intervals, the rest two layers of platforms are arranged on the tower body of a second tower section at intervals, the antenna holding poles are fixed on the tower bodies of the first tower section and the second tower section through hoops, the antenna holding poles are respectively positioned above each layer of platform, wherein 3 antenna holding poles are arranged on each layer of platform, the 3 antenna holding poles are uniformly distributed around the corresponding tower section in a surrounding manner, the antenna holding poles extend along the axial direction of the corresponding tower section, each antenna holding pole is respectively fixedly connected with the periphery of the corresponding tower section through 3 hoops, and the length of each antenna holding pole is 3000 mm; climbing device is including climbing device top mounting, climbing device middle mounting and climbing device bottom mounting, climbing device top mounting passes through the bolt fastening on the top of first tower section, climbing device top mounting center is 0.2 meters apart from the top of first tower section, climbing device middle mounting passes through the bolt fastening department of cup jointing between each tower section, climbing device bottom mounting passes through the bolt fastening in the bottom of fourth tower section, climbing device bottom mounting center is 2 meters apart from ring flange top surface.
CN201910851283.3A 2019-09-09 2019-09-09 novel wireless 40-meter single-pipe tower Pending CN110566028A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910851283.3A CN110566028A (en) 2019-09-09 2019-09-09 novel wireless 40-meter single-pipe tower

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910851283.3A CN110566028A (en) 2019-09-09 2019-09-09 novel wireless 40-meter single-pipe tower

Publications (1)

Publication Number Publication Date
CN110566028A true CN110566028A (en) 2019-12-13

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ID=68778603

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Application Number Title Priority Date Filing Date
CN201910851283.3A Pending CN110566028A (en) 2019-09-09 2019-09-09 novel wireless 40-meter single-pipe tower

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CN (1) CN110566028A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112878780A (en) * 2021-03-18 2021-06-01 江苏华威特种构件有限公司 10 kilovolt reinforced 5G sharing tower
CN115504731A (en) * 2022-07-07 2022-12-23 浙江荣电电力器材有限公司 Concrete formula and concrete communication tower prepared from same

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN206194938U (en) * 2016-11-25 2017-05-24 四川景云祥通信股份公司 Landscape tower
CN206667886U (en) * 2017-04-24 2017-11-24 上海肯梯纽新材料科技有限公司 A kind of composite plug-in type single-pipe tower
CN207553713U (en) * 2017-09-30 2018-06-29 浙江开元机电科技有限公司 A kind of socket single-pipe tower
CN207609232U (en) * 2017-11-10 2018-07-13 天津市芳华通讯工程有限公司 A kind of holding pole structure and lamp stand communication tower

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN206194938U (en) * 2016-11-25 2017-05-24 四川景云祥通信股份公司 Landscape tower
CN206667886U (en) * 2017-04-24 2017-11-24 上海肯梯纽新材料科技有限公司 A kind of composite plug-in type single-pipe tower
CN207553713U (en) * 2017-09-30 2018-06-29 浙江开元机电科技有限公司 A kind of socket single-pipe tower
CN207609232U (en) * 2017-11-10 2018-07-13 天津市芳华通讯工程有限公司 A kind of holding pole structure and lamp stand communication tower

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112878780A (en) * 2021-03-18 2021-06-01 江苏华威特种构件有限公司 10 kilovolt reinforced 5G sharing tower
CN115504731A (en) * 2022-07-07 2022-12-23 浙江荣电电力器材有限公司 Concrete formula and concrete communication tower prepared from same

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Application publication date: 20191213

RJ01 Rejection of invention patent application after publication