CN104847156A - Unit-assembly type communication tower - Google Patents
Unit-assembly type communication tower Download PDFInfo
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- CN104847156A CN104847156A CN201510290196.7A CN201510290196A CN104847156A CN 104847156 A CN104847156 A CN 104847156A CN 201510290196 A CN201510290196 A CN 201510290196A CN 104847156 A CN104847156 A CN 104847156A
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- unit
- tower
- type communication
- communication tower
- combination type
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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
- 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
-
- 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
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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)
- Electromagnetism (AREA)
- Physics & Mathematics (AREA)
- Materials Engineering (AREA)
- Wood Science & Technology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Suspension Of Electric Lines Or Cables (AREA)
Abstract
The invention relates to a unit-assembly type communication tower. The unit-assembly type communication tower comprises precast foundations and tower section units arranged on the precast foundations. The tower section unit comprises four upright components, diagonal rod components and end plates, and the tower section unit is fixed to form a structure with a regular quadrangular section via the diagonal rod components by the upright components, and the end plates are arranged at the top and the bottom of the tower section unit. The tower section units of same structure, the tower section units and the precast foundations are integrated by connecting bolts. The unit-assembly type communication tower has the advantages that by the tower section units composed of the upright components, the diagonal rod components and the end plates, the tower section units with the same size structures can be precast by manufacturers according to actual needs, the tower section units are fixed by the connecting bolts, and the unit-assembly type communication tower is convenient to mount, and construction period is greatly shortened. The adjacent tower section units are fixed by the connecting bolts, the integral anti-seismic and wind-resistant capacity of the communication tower is improved, and the communication tower can be adapted to more severe natural conditions.
Description
Technical field
The present invention relates to technical field of communication equipment, be 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.
Summary of the invention
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 invention provides a kind of unit-combination type communication tower.
The present invention is achieved through the following technical solutions:
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 invention is: 1. unit-combination type communication tower of the present invention 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 of the present invention;
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 of the present invention;
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 specific embodiment 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 of the present invention, 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 present invention, 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 of the present invention 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 of the present invention 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 present invention, improve the stability of communication tower, the prefabricated box 11 of surrounding is in as reserved fixed port in the present invention 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 of the present invention, 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 present invention is not limited to above-mentioned embodiment, and when not deviating from flesh and blood of the present invention, any distortion that it may occur to persons skilled in the art that, improvement, replacement all fall into protection scope of the present invention.
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 (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510290196.7A CN104847156A (en) | 2015-05-29 | 2015-05-29 | Unit-assembly type communication tower |
| PCT/CN2016/000267 WO2016192392A1 (en) | 2015-05-29 | 2016-05-18 | Unit assembly type communication tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510290196.7A CN104847156A (en) | 2015-05-29 | 2015-05-29 | Unit-assembly type communication tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104847156A true CN104847156A (en) | 2015-08-19 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510290196.7A Pending CN104847156A (en) | 2015-05-29 | 2015-05-29 | Unit-assembly type communication tower |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN104847156A (en) |
| WO (1) | WO2016192392A1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2016192392A1 (en) * | 2015-05-29 | 2016-12-08 | 王勇 | Unit assembly type communication tower |
| CN109424239A (en) * | 2017-08-23 | 2019-03-05 | 曹云岭 | Combined type communication tower |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108625387A (en) * | 2018-04-02 | 2018-10-09 | 国网浙江省电力有限公司台州供电公司 | A kind of power transmission tower lath mortise and tenon assembling type base and construction method |
| CN112279119B (en) * | 2020-11-04 | 2023-08-04 | 常德市荣程机械有限公司 | Tower crane standard joint connecting sleeve |
| CN112523582B (en) * | 2020-12-02 | 2022-02-22 | 浙江德宝通讯科技股份有限公司 | Communication tower installation device |
| CN114319982B (en) * | 2021-12-10 | 2023-12-05 | 宁波正宇紧固件有限公司 | Assembled 5G signal tower body structure |
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| CN101824932A (en) * | 2010-03-23 | 2010-09-08 | 宁波天弘电力器具有限公司 | Tower section of rush repair tower |
| WO2011007065A1 (en) * | 2009-07-15 | 2011-01-20 | Saipem S.A. | Marine wind turbine having a pylon vertically adjusted by setting |
| CN204152259U (en) * | 2014-07-25 | 2015-02-11 | 衡水华通塔业有限公司 | A kind of newly-built multi-functional communications base station of greenbelt |
| CN204299266U (en) * | 2014-12-04 | 2015-04-29 | 王勇 | A kind of tower joint module |
| CN204645799U (en) * | 2015-05-29 | 2015-09-16 | 王勇 | A kind of unit-combination type communication tower |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104074388A (en) * | 2013-03-28 | 2014-10-01 | 国家电网公司 | Element for combined type high-voltage line rush repair tower |
| CN104847156A (en) * | 2015-05-29 | 2015-08-19 | 王勇 | Unit-assembly type communication tower |
-
2015
- 2015-05-29 CN CN201510290196.7A patent/CN104847156A/en active Pending
-
2016
- 2016-05-18 WO PCT/CN2016/000267 patent/WO2016192392A1/en active Application Filing
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2011007065A1 (en) * | 2009-07-15 | 2011-01-20 | Saipem S.A. | Marine wind turbine having a pylon vertically adjusted by setting |
| CN101824932A (en) * | 2010-03-23 | 2010-09-08 | 宁波天弘电力器具有限公司 | Tower section of rush repair tower |
| CN204152259U (en) * | 2014-07-25 | 2015-02-11 | 衡水华通塔业有限公司 | A kind of newly-built multi-functional communications base station of greenbelt |
| CN204299266U (en) * | 2014-12-04 | 2015-04-29 | 王勇 | A kind of tower joint module |
| CN204645799U (en) * | 2015-05-29 | 2015-09-16 | 王勇 | A kind of unit-combination type communication tower |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2016192392A1 (en) * | 2015-05-29 | 2016-12-08 | 王勇 | Unit assembly type communication tower |
| CN109424239A (en) * | 2017-08-23 | 2019-03-05 | 曹云岭 | Combined type communication tower |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2016192392A1 (en) | 2016-12-08 |
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Application publication date: 20150819 |