CN205077959U - Anti -wind communication tower - Google Patents

Anti -wind communication tower Download PDF

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Publication number
CN205077959U
CN205077959U CN201520842750.3U CN201520842750U CN205077959U CN 205077959 U CN205077959 U CN 205077959U CN 201520842750 U CN201520842750 U CN 201520842750U CN 205077959 U CN205077959 U CN 205077959U
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CN
China
Prior art keywords
tower
tower body
cross coupling
roof beam
wind resistance
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Active
Application number
CN201520842750.3U
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Chinese (zh)
Inventor
马连民
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.)
Hengshui Shengbo Communication Equipment Co Ltd
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Hengshui Shengbo Communication Equipment Co Ltd
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Priority to CN201520842750.3U priority Critical patent/CN205077959U/en
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Publication of CN205077959U publication Critical patent/CN205077959U/en
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Abstract

The utility model discloses an anti -wind communication tower, including the body of the tower, and set up in the lightning rod at body of the tower top, and set up in the basis of body of the tower bottom, the body of the tower comprises last body of the tower and lower body of the tower, the body of the tower includes multistage lower column roof beam down, and sets up in the inboard cross coupling of lower column roof beam, and connects the rhombus roof beam structure between cross coupling intersect and lower column roof beam inner wall, and vertical the setting in the inboard fixed point supporting beam of rhombus roof beam structure, go up the body of the tower and include multistage upper column roof beam, and set up in the inboard intensive cross coupling of upper column roof beam, intensive cross coupling installation density is more than 3 times of cross coupling density. The utility model discloses an anti -wind communication tower, with body of the tower construction for last body of the tower and body of the tower down, and will go up the body of the tower again and carry out the multistage formula with body of the tower down and stand separately the design, lower body of the tower sets up a supporting beam alone to the gravity strong point, will go up the body of the tower simultaneously and lighten the burden, has both improved wind -resistance capability, has lightened the installation degree of difficulty, simultaneously, also can avoid installation cost too high.

Description

A kind of wind resistance communication steel tower
Technical field
The utility model relates to a kind of steel tower, and particularly a kind of wind resistance communication steel tower, belongs to communication steel tower technical field.
Background technology
Communication steel tower belongs to the one of signal transmitting tower, is also signal transmitting tower or signal tower, and major function supporting signal is launched, and for signal transmitting antenna supports, purposes moves/communication section such as UNICOM/telecommunications/traffic global position system (GPS); Communication steel tower is divided into ground communication steel tower, roof communication iron tower, and no matter user selects ground, hills, high mountain or roof to build tower, all plays the effect of frame height communication antenna; Wind resistance communication steel tower is made up of steel beam column such as tower body, platform, lightning rod, cat ladder, antenna mountings, and through galvanizing preservative treatment, is mainly used in the transmission and transmitting etc. of microwave, ultrashort wave, wireless network signal; In order to ensure the normal operation of wireless communication system, generally communication antenna is arranged to peak to increase service radius, to reach desirable communication effect; And communication antenna must have wind resistance communication steel tower to increase height, so communication steel tower plays important function in communication network system; Therefore, the wind resistance of communication steel tower is a major criterion of communication steel tower Performance Assessment, although existing communication iron tower passes through material and overall data optimization, the wind resistance effect realized, its construction cost is higher.
Utility model content
(1) technical problem that will solve
For solving the problem, the utility model proposes a kind of wind resistance communication steel tower, by carrying out structure design to tower body and basis, under the prerequisite not increasing cost, the wind resistance reached.
(2) technical scheme
Wind resistance communication steel tower of the present utility model, comprises tower body, and is arranged at the lightning rod at tower body top, and be arranged at the basis bottom tower body, and described tower body is made up of upper tower body and lower tower body; Described lower tower body comprises tower beam under multistage, and is arranged at the cross coupling inside lower tower beam, and is connected to the rhombus roof beam structure between cross coupling crosspoint and lower tower beam inwall, and is vertically arranged at the fixed point brace summer inside rhombus roof beam structure; Described upper tower body comprises tower beam on multistage, and is arranged at the intensive cross coupling inside tower beam; Described intensive cross coupling packing density is more than 3 times of cross coupling density.
Further, described tower body top is provided with platform and antenna.
Further, described tower body is provided with the outer cat ladder of steel tower and half space.
Further, crab-bolt hassock sheet has been built in inner side, described basis; Weld with crab-bolt hassock sheet bottom described tower body.
Beneficial effect
Compared with prior art, wind resistance communication steel tower of the present utility model, be upper tower body and lower tower body by tower body construction, and again upper tower body and lower tower body being carried out multisection type discrete design, lower tower body arranges brace summer separately to the gravity strong point, is lightened the burden by upper tower body simultaneously, both improve wind resistance, alleviate installation difficulty, meanwhile, installation cost also can be avoided too high.
Accompanying drawing explanation
Fig. 1 is overall structure schematic diagram of the present utility model.
Detailed description of the invention
As shown in Figure 1, the utility model wind resistance communication steel tower, comprises tower body 1, and is arranged at the lightning rod 2 at tower body top, and is arranged at the basis 3 bottom tower body, and described tower body is made up of upper tower body 4 and lower tower body 5; Described lower tower body 5 comprises tower beam 6 under multistage, and is arranged at the cross coupling 7 inside lower tower beam, and is connected to the rhombus roof beam structure 8 between cross coupling crosspoint and lower tower beam inwall, and is vertically arranged at the fixed point brace summer 9 inside rhombus roof beam structure; Described upper tower body 4 comprises tower beam 10 on multistage, and is arranged at the intensive cross coupling 11 inside tower beam; Described intensive cross coupling 11 packing density is more than 3 times of cross coupling 7 density.
Described tower body 1 top is provided with platform 12 and antenna 13.
Described tower body 1 is provided with the outer cat ladder 14 of steel tower and half space 15.
Crab-bolt hassock sheet 16 has been built inside described basic 3; Weld with crab-bolt hassock sheet 16 bottom described tower body 1.
Wind resistance communication steel tower of the present utility model, be upper tower body and lower tower body by tower body construction, and again upper tower body and lower tower body are carried out multisection type discrete design, lower tower body arranges brace summer separately to the gravity strong point, upper tower body is lightened the burden simultaneously, both improve wind resistance, alleviate installation difficulty, meanwhile, installation cost also can be avoided too high.
Embodiment recited above is only be described preferred embodiment of the present utility model, not limits design of the present utility model and scope.Under the prerequisite not departing from the utility model design concept; the various modification that this area ordinary person makes the technical solution of the utility model and improvement; protection domain of the present utility model all should be dropped into; the technology contents of the utility model request protection, all records in detail in the claims.

Claims (4)

1. a wind resistance communication steel tower, comprises tower body, and is arranged at the lightning rod at tower body top, and is arranged at the basis bottom tower body, it is characterized in that: described tower body is made up of upper tower body and lower tower body; Described lower tower body comprises tower beam under multistage, and is arranged at the cross coupling inside lower tower beam, and is connected to the rhombus roof beam structure between cross coupling crosspoint and lower tower beam inwall, and is vertically arranged at the fixed point brace summer inside rhombus roof beam structure; Described upper tower body comprises tower beam on multistage, and is arranged at the intensive cross coupling inside tower beam; Described intensive cross coupling packing density is more than 3 times of cross coupling density.
2. wind resistance communication steel tower according to claim 1, is characterized in that: described tower body top is provided with platform and antenna.
3. wind resistance communication steel tower according to claim 1, is characterized in that: described tower body is provided with the outer cat ladder of steel tower and half space.
4. wind resistance communication steel tower according to claim 1, is characterized in that: crab-bolt hassock sheet has been built in inner side, described basis; Weld with crab-bolt hassock sheet bottom described tower body.
CN201520842750.3U 2015-10-22 2015-10-22 Anti -wind communication tower Active CN205077959U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520842750.3U CN205077959U (en) 2015-10-22 2015-10-22 Anti -wind communication tower

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520842750.3U CN205077959U (en) 2015-10-22 2015-10-22 Anti -wind communication tower

Publications (1)

Publication Number Publication Date
CN205077959U true CN205077959U (en) 2016-03-09

Family

ID=55430373

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520842750.3U Active CN205077959U (en) 2015-10-22 2015-10-22 Anti -wind communication tower

Country Status (1)

Country Link
CN (1) CN205077959U (en)

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