CN204645799U - A kind of unit-combination type communication tower - Google Patents
A kind of unit-combination type communication tower Download PDFInfo
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- CN204645799U CN204645799U CN201520364930.5U CN201520364930U CN204645799U CN 204645799 U CN204645799 U CN 204645799U CN 201520364930 U CN201520364930 U CN 201520364930U CN 204645799 U CN204645799 U CN 204645799U
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Abstract
The utility model relates to a kind of unit-combination type communication tower, comprises prefabricated foundation body and is arranged at the tower joint unit on prefabricated foundation body; Described tower joint unit comprises columns assemblies, brace assembly and end plate, and described tower joint unit is adopted four groups of columns assemblies to be fixed by brace assembly and forms structure that cross section is square and the top of tower joint unit and bottom all arrange end plate; Have between mutually isostructural tower joint unit, between tower joint unit and prefabricated foundation body, be all set to one by connecting bolt.Superior effect of the present utility model is: by the tower joint unit of columns assemblies, brace assembly and end plate composition, save unit by the tower with identical dimensional structure that manufacturer is prefabricated according to actual needs, described tower joint unit only needs to be fixed by connecting bolt, easy for installation, substantially reduce the construction period; Fixed by connecting bolt between adjacent tower joint unit, improve overall antidetonation, the wind loading rating of communication tower, worse natural conditions can be adapted to.
Description
Technical field
The utility model relates to technical field of communication equipment, is specifically related to a kind of unit-combination type communication tower.
Background technology
World today's communications industry just in fast development, thing followed quorum sensing inhibitor problem, increasing to the demand of communication tower.But correspondingly also bring some problems, on the one hand, the traditional communication towers such as angle steel tower, pipe tower are mainly fixed by numerous component different in size, that specification is different is in bulk or is welded, and substantially can not mutually replace between these components, in manufacturing process, size calculate and blanking are all pretty troublesome, and also often occur in installation process component installation location or direction improper and cause the phenomenon of doing over again.Utilize the communication tower that this component is built, the corresponding construction period is very long, and once install error and cause and do over again, not only wastes steel, and can extend the construction period.Therefore in order to shorten the construction period, reducing and the negative consequence brought of slipping up be installed, require a kind ofly can be convenient to install, the appearance of component that structural identity is strong; This component requires to be convenient to mass production and buying simultaneously.
In addition, traditional communication tower, the specification of the component of tower is corresponding with the height of tower.But the environment around communication tower often changes, the communication tower built up may can not meet current demand because of original tower height, therefore should be able to increase or reduce height after requiring communication tower to build up, if and traditional communication tower will increase or reduce height, usually need to change iron tower construction member, and change component and need to remove original component and re-assembly; The component of new replacing, adds the input of human and material resources.
The tower body that traditional communication tower comprises tower seat and arranges on tower seat, as shown in Figure 12, tower body is made up of column and brace, it is vertical that the column of this tower body has plenty of, has plenty of inclination, and the specification of column, quantity are all not identical, the length of the brace of this tower body and angle change according to the height of communication tower.
Existing traditional communication tower, due to the restriction of self structure aspect, is difficult to adapt to above-mentioned communication tower development trend.Thus, the present inventor combine for many years manufacture and design experience, the communication tower of a kind of cellular manufacturing and assembling is proposed, to overcome above-mentioned technological deficiency.
Utility model content
In order to overcome the existing communication tower construction period long, easily cause and error be installed, be not easy to produce in batches and buying, build the defect that the communication tower be shaped is difficult to change height, the utility model provides a kind of unit-combination type communication tower.
The utility model is achieved by the following technical solution:
A kind of unit-combination type communication tower, comprises prefabricated foundation body and is arranged at the tower joint unit on prefabricated foundation body; Described tower joint unit comprises columns assemblies, brace assembly and end plate, and described tower joint unit is adopted four groups of columns assemblies to be fixed by brace assembly and forms structure that cross section is square and the top of tower joint unit and bottom all arrange end plate; Have between mutually isostructural tower joint unit, between tower joint unit and prefabricated foundation body, be all set to one by connecting bolt; Described columns assemblies comprises column and is arranged at the contiguous block at column two ends, and described contiguous block, column all arrange some bolts hole.
Described technical scheme is preferably, and the cross section of described column Chengs ∟ shape.
Described technical scheme is preferably, described prefabricated foundation body comprises foundation slab and is arranged at prefabricated box on foundation slab, that have hollow structure, four corners of the upper surface of prefabricated box are equipped with four connecting bolts, and described four connecting bolts are corresponding with four columns respectively to be connected; The cross section of described foundation slab, prefabricated box is square, the center superposition of described foundation slab and prefabricated box, and in three-back-shaped structure.
Described technical scheme is preferably, and described column adopts vertical mode to arrange.
Described technical scheme is preferably, and the specification of described column is identical, and the quantity of column increases according to the multiple of four from top to bottom.
Described technical scheme is preferably, and the length of side of described tower joint unit presses multiple to be increased.
Described technical scheme is preferably, and length and the setting angle of described brace assembly are all identical.
Described technical scheme is preferably, and has common end plate and brace assembly between mutually isostructural tower joint unit.
Described technical scheme is preferably, and the length of side of the cross section of described foundation slab is the twice of the length of side of the cross section of prefabricated box.
Described technical scheme is preferably, and described brace assembly comprises angle member and is arranged at the junction plate at angle member two ends.
Described technical scheme is preferably, and adopts connecting bolt to fix between described brace assembly and columns assemblies.
Described technical scheme is preferably, and the junction plate at brace assembly two ends is arranged in adjacent columns assemblies respectively.
Described technical scheme is preferably, and described brace assembly is arranged in a crossed manner, and adopts connecting bolt to fix between brace assembly.
Compared with prior art, superior effect of the present utility model is: 1. unit-combination type communication tower described in the utility model is by the tower joint unit of columns assemblies, brace assembly and end plate composition, save unit by the tower with identical dimensional structure that manufacturer is prefabricated according to actual needs, described tower joint unit only needs to be fixed by connecting bolt, easy for installation, substantially reduce the construction period; Fixed by connecting bolt between simultaneously adjacent tower joint unit, effectively improve overall antidetonation, the wind loading rating of communication tower, worse natural conditions can be adapted to; 2. described tower joint unit has identical dimensional structure, has both saved the time of constructor's identification means at the construction field (site), has stopped again to occur that connection error causes the waste of engineering time and material; 3. because the tower joint unit of described communication tower can mass production, buying, transport and install extremely convenient, has saved cost of transportation and installation cost.
Accompanying drawing explanation
Fig. 1 is the structural representation of unit-combination type communication tower first embodiment described in the utility model;
Fig. 2 is the top view of communication tower described in Fig. 1;
Fig. 3 is the structural representation of the body of prefabricated foundation described in Fig. 1;
Fig. 4 is the top view of prefabricated foundation body described in Fig. 3;
Fig. 5 is the structural representation of the joint of tower described in Fig. 1 unit;
Fig. 6 is tower joint unit A direction view described in Fig. 5;
Fig. 7 is the structural representation of columns assemblies described in Fig. 5;
Fig. 8 is columns assemblies B direction view described in Fig. 7;
Fig. 9 is the structural representation of brace assembly described in Fig. 5;
Figure 10 is the C direction view of brace assembly described in Fig. 9;
Figure 11 is the structural representation of unit-combination type communication tower second embodiment described in the utility model;
Figure 12 is the structural representation of traditional communication tower.
Reference numeral is as follows:
1-prefabricated foundation body, 11-prefabricated box, 12-foundation slab, 2-tower joint unit, 21-end plate, 22-columns assemblies, 221-contiguous block, 222-column, 23-brace assembly, 231-first junction plate, 232-angle member, 233-second junction plate, 3-tower body, 4-tower seat.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model detailed description of the invention is described in further detail.
Embodiment 1
As shown in accompanying drawing 1-10, a kind of unit-combination type communication tower described in the utility model, comprises prefabricated foundation body 1 and is arranged at the tower joint unit 2 on prefabricated foundation body 1.Described tower joint unit 2 comprises columns assemblies 22, brace assembly 23 and end plate 21.Described columns assemblies 22 is set to four groups, and described brace assembly 23 is arranged and arranged in a crossed manner in pairs.Described tower joint unit 2 adopts four groups of columns assemblies 22 to be the structure of square by the fixing formation cross section of brace assembly 23 and the top of tower joint unit 2 and bottom all arrange end plate 21.In the utility model, have between mutually isostructural tower joint unit 2, between tower joint unit 2 and prefabricated foundation body 1, be all set to one by connecting bolt, the integrally-built stability of communication tower of raising.
Described columns assemblies 22 comprises column 222 and is arranged at the contiguous block 221 at column 222 two ends; In order to easy to connect, contiguous block 221, column 222 all arrange some bolts hole.The cross section of described column 222 Chengs ∟ shape, and cross section is the design of ∟ shape, not only increases the weight capacity of column 222, reduces manufacturing cost simultaneously.
Described prefabricated foundation body 1 comprises foundation slab 12 and is arranged on foundation slab 12, to have hollow structure prefabricated box 11, and four corners of the upper surface of prefabricated box 11 are equipped with four connecting bolts; The column 222 that four connecting bolts being arranged at prefabricated box 11 upper surface save unit 2 for tower corresponding thereto connects.The connecting bolt of described prefabricated box 11 soffit is used for being connected with foundation slab 12; Described foundation slab 12 during fabrication, as shown in Figure 3, reserves locating hole at the desired location of foundation slab 12, inserts in locating hole fixing, simple installation by the connecting bolt being arranged at prefabricated box 11 soffit.Described column 222 is all vertically arranged, and the specification of described column 222 is identical, and the quantity of described column 222 is increased according to the multiple of four to lower end by the upper end of communication tower; The length of side of described tower joint unit 2 equally also increases according to multiple.Length and the setting angle of described brace assembly 23 are all identical, improve the stability of communication tower entirety.In the application, there is common end plate 21 and brace assembly 23 between mutually isostructural tower joint unit 2, while raising communication tower stability, reduce manufacturing cost.Be the structural representation of traditional communication tower as shown in figure 12, it is vertical that the column of its tower body 3 has plenty of, and have plenty of inclination, and the specification of column, quantity are all not identical, the length of the brace of this tower body and angle change according to the height of communication tower; But the environment around communication tower often changes, the communication tower built up may can not meet current demand because of original tower height, therefore should be able to increase or reduce height after requiring communication tower to build up, if and traditional communication tower will increase or reduce height, usually need to change the component of tower body, and change component and need to remove original component and re-assembly; The component of new replacing, adds the input of human and material resources.
As Fig. 1, shown in 2, described prefabricated foundation body 1 is set to five groups, described tower joint unit 2 is set to six groups, described prefabricated foundation body 1 is located at a horizontal plane, have between mutually isostructural tower joint unit 2, all be fixed as one by connecting bolt between tower joint unit 2 and prefabricated foundation body 1, unit-combination type communication tower described in the utility model is had lower large little, the structure that the quantity that tower saves unit 2 is successively decreased from bottom to top successively, and communication tower cross sectional view is in the horizontal direction the image that the horizontal sectional drawing saving unit 2 by tower is spliced, Figure 2 shows that " ten " character form structure.In fig. 2, the cross section of described foundation slab 12, prefabricated box 11 is square.The center superposition of described foundation slab 12 and prefabricated box 11, and in three-back-shaped structure.In order to improve the stability of communication tower structure further, the length of side of the cross section of foundation slab 12 described in the utility model is the twice of the length of side of the cross section of prefabricated box 11, in the structure of " ten " font communication tower described in Fig. 2, its center arranges two groups of tower joint unit 2, and overlapping up and down, the surrounding being in the tower joint unit 2 on the downside of center all arranges one group of tower joint unit 2.The tower joint unit 2 being arranged at surrounding is all fixed with two groups of prefabricated box 11, adjacent prefabricated box 11 connects as a whole by tower joint unit 2 by the utility model, improve the stability of communication tower, be in the prefabricated box 11 of surrounding as reserved fixed port in the utility model simultaneously, tower joint unit 2 can be set as required, improve the flexibility that communication tower is installed.
Described brace assembly 23 comprises angle member 232 and is arranged at first junction plate 231 and second junction plate 233 at angle member 232 two ends.As shown in Figure 5, between described brace assembly 23 and columns assemblies 22, adopt connecting bolt to fix, and described brace assembly 23 is arranged in a crossed manner; Further, connecting bolt is adopted to fix between described brace assembly 23, convenient disassembly.First junction plate 231 at brace assembly 23 two ends and the second junction plate 233 are arranged in adjacent columns assemblies 22 respectively.
Embodiment 2
As shown in figure 11, the structural representation of unit-combination type communication tower second embodiment described in the utility model, with the distinguishing characteristics of embodiment 1 be, the height of described tower joint unit 2 is different, the mode adopting tower joint unit 2 to misplace is installed, under the prerequisite of satisfied use, avoid the impact because of environmental key-elements such as positions, status, applied widely.
The utility model is not limited to above-mentioned embodiment, and when not deviating from flesh and blood of the present utility model, any distortion that it may occur to persons skilled in the art that, improvement, replacement all fall into protection domain of the present utility model.
Claims (9)
1. a unit-combination type communication tower, is characterized in that, comprises prefabricated foundation body and is arranged at the tower joint unit on prefabricated foundation body; Described tower joint unit comprises columns assemblies, brace assembly and end plate, and described tower joint unit is adopted four groups of columns assemblies to be fixed by brace assembly and forms structure that cross section is square and the top of tower joint unit and bottom all arrange end plate; Have between mutually isostructural tower joint unit, between tower joint unit and prefabricated foundation body, be all set to one by connecting bolt; Described columns assemblies comprises column and is arranged at the contiguous block at column two ends, and described contiguous block, column all arrange some bolts hole.
2. unit-combination type communication tower according to claim 1, is characterized in that, the cross section of described column Chengs ∟ shape.
3. unit-combination type communication tower according to claim 1, it is characterized in that, described prefabricated foundation body comprises foundation slab and is arranged at prefabricated box on foundation slab, that have hollow structure, four corners of the upper surface of prefabricated box are equipped with four connecting bolts, and described four connecting bolts are corresponding with four columns respectively to be connected; The cross section of described foundation slab, prefabricated box is square; The center superposition of described foundation slab and prefabricated box, and in three-back-shaped structure.
4. unit-combination type communication tower according to claim 3, is characterized in that, the length of side of the cross section of described foundation slab is the twice of the length of side of the cross section of prefabricated box.
5. unit-combination type communication tower according to claim 1 and 2, is characterized in that, described column adopts vertical mode to arrange.
6. unit-combination type communication tower according to claim 1 and 2, is characterized in that, the specification of described column is identical, and the quantity of column increases according to the multiple of four from top to bottom.
7. unit-combination type communication tower according to claim 1, is characterized in that, the length of side of described tower joint unit presses multiple to be increased.
8. unit-combination type communication tower according to claim 1, is characterized in that, length and the setting angle of described brace assembly are all identical.
9. unit-combination type communication tower according to claim 1, is characterized in that, has common end plate and brace assembly between mutually isostructural tower joint unit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520364930.5U CN204645799U (en) | 2015-05-29 | 2015-05-29 | A kind of unit-combination type communication tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520364930.5U CN204645799U (en) | 2015-05-29 | 2015-05-29 | A kind of unit-combination type communication tower |
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| CN204645799U true CN204645799U (en) | 2015-09-16 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201520364930.5U Active CN204645799U (en) | 2015-05-29 | 2015-05-29 | A kind of unit-combination type communication tower |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104847156A (en) * | 2015-05-29 | 2015-08-19 | 王勇 | Unit-assembly type communication tower |
| CN106150176A (en) * | 2016-08-09 | 2016-11-23 | 国网上海市电力公司 | A kind of extra high voltage network emergency first-aid repair strain rod tower column module |
| CN110242093A (en) * | 2018-03-09 | 2019-09-17 | 苏馥仪 | Stacking-type power transmission tower and its construction method |
-
2015
- 2015-05-29 CN CN201520364930.5U patent/CN204645799U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104847156A (en) * | 2015-05-29 | 2015-08-19 | 王勇 | Unit-assembly type communication tower |
| WO2016192392A1 (en) * | 2015-05-29 | 2016-12-08 | 王勇 | Unit assembly type communication tower |
| CN106150176A (en) * | 2016-08-09 | 2016-11-23 | 国网上海市电力公司 | A kind of extra high voltage network emergency first-aid repair strain rod tower column module |
| CN110242093A (en) * | 2018-03-09 | 2019-09-17 | 苏馥仪 | Stacking-type power transmission tower and its construction method |
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