CN103343643B - A kind of communication tower - Google Patents
A kind of communication tower Download PDFInfo
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- CN103343643B CN103343643B CN201310244880.2A CN201310244880A CN103343643B CN 103343643 B CN103343643 B CN 103343643B CN 201310244880 A CN201310244880 A CN 201310244880A CN 103343643 B CN103343643 B CN 103343643B
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- 239000000725 suspension Substances 0.000 claims description 14
- 238000005034 decoration Methods 0.000 claims description 10
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 230000001154 acute effect Effects 0.000 claims description 3
- 239000011150 reinforced concrete Substances 0.000 claims description 3
- 230000002459 sustained effect Effects 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 2
- 238000009434 installation Methods 0.000 abstract description 6
- 238000010276 construction Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000008054 signal transmission Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
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Abstract
The invention discloses a kind of communication tower, include the machine room framework that bottom surface is rectangular, be arranged on the counterweight below machine room framework, be arranged on the tower body in machine room framework, the sky being arranged on tower body top props up and is arranged on the lightning rod on tower body top.Described tower body includes the first tower bar by Flange joint from bottom to top; Second tower bar, the 3rd tower bar, the 4th tower bar and the 5th tower bar; The first described tower bar lower end is by Flange joint on tower seat, and described sky props up and is arranged on the 5th tower bar.The machine room framework structure of this single-pipe tower is simply firm, and each parts are bolted, transport, easy for installation, tower body be made up of more piece tower bar and each joint tower bar by Flange joint, install firm and speed of application is fast.
Description
Technical field
The invention belongs to communication tower field, be specifically related to a kind of single-pipe tower structure be connected to form by more piece tower bar.
Background technology
At present in shop, communication, broadcast, TV signal lamp field extensively adopt communication tower to carry out transmission of wireless signals, the machine room framework of the single-pipe tower of prior art and tower body are all generally by steel pipe, square steel integrally weld formation, construction comparatively bothers, some single-pipe tower structural instability, tower body can produce shake, affects the communication performance that sky, tower body top props up.
Summary of the invention
The object of the invention is: the deficiency existed for prior art, provide a kind of firmly rational in infrastructure, easy for installation, tower body shakes little single-pipe tower structure.
For realizing the object of the present invention, be achieved by the following technical solutions: a kind of communication tower, include the machine room framework that bottom surface is rectangular, be arranged on the counterweight below machine room framework, be arranged on the tower body in machine room framework, the sky being arranged on tower body top props up and is arranged on the lightning rod on tower body top.
Described counterweight is provided with 7 along machine room framework length direction, and described counterweight is the reinforced concrete structure of strip, and counterweight is provided with the suspension ring of " n " shape above two ends, and suspension ring lower end is fixed on counterweight inside, and suspension ring two end is bent outwardly in " U " shape; Counterweight two ends are positioned at inside suspension ring and are provided with two groups of holdfasts be connected with machine room framework, and holdfast bottom is fixed on counterweight inside, often organize between holdfast bottom and are connected with brace; Be provided with the multiple reinforced frames in " saying " font perpendicular to counterweight length direction in described counterweight, each reinforced frame is connected as a single entity by 7 straight reinforcement welding, and 7 straight reinforcing bars are connected to four summits of reinforced frame and the center on four limits.This counter weight construction is firm, and the transport that suspension ring are convenient to counterweight is moved, and holdfast can be connected with machine room framework easily.
Described machine room framework includes the underframe be directly connected with each counterweight, underframe comprises two stocks and perpendicular to stock and equidistant three quarter butts arranged, Connection Block is connected with between the quarter butt and stock at two ends, between quarter butt one end and stock of centre, be connected with tower seat, this quarter butt other end is directly connected with stock; Centre between two stocks between adjacent two quarter butts is also connected with reinforced pole; Be connected with the perpendicular pole vertically arranged above described Connection Block, the two ends of perpendicular pole are fixed with connector respectively; Be connected with upper quarter butt respectively by upper stock near position, upper end between each adjacent perpendicular pole, upper stock to be positioned at directly over stock and parallel with stock, and upper quarter butt to be positioned at directly over quarter butt and parallel with quarter butt; Be connected to oblique fulcrum bar between described perpendicular pole and stock, each oblique fulcrum bar and stock, perpendicular pole surround isosceles right triangle jointly; Be connected to skew back pole away between the perpendicular pole of tower seat side and quarter butt, each skew back pole and perpendicular pole, quarter butt surround isosceles right triangle jointly.Described machine room framework sound construction, easy for installation.
Described perpendicular pole is pipe, and the connector at perpendicular pole two ends is in square, and erect and be equidistantly welded with 8 dowels between pole sidewall and connector, described dowel is triangular in shape, described connector is provided with eight connecting holes.Perpendicular like this pole and underframe are connected firmly, and mechanical strength is high.
Described tower body includes the first tower bar by Flange joint from bottom to top; Second tower bar, the 3rd tower bar, the 4th tower bar and the 5th tower bar; The first described tower bar lower end is by Flange joint on tower seat, and the first tower bar sidewall is also connected with a pair connection end A and is positioned at a pair connection end B above connection end A; Connect respectively by the first support bar between two perpendicular pole upper ends of a pair connection end A and close tower seat side, two the first support bars are mutually vertical; Connect respectively by the second support bar between a pair connection end B and two perpendicular pole upper ends away from tower seat side, between two the second support bars, form acute angle.Each joint tower bar is by Flange joint, and sound construction, the shake of tower body upper end is little.
The pipe of the tower bar forming described tower body to be all external diameters be 50-60cm, the first described tower bar; The ratio of the second tower bar, the 3rd tower bar, the 4th tower bar and the 5th tower pole length is 8:8:7:6:6.
Described sky props up and includes two groups, and two groups of sky Zhi Jun are arranged on the 5th tower bar; Often group sky props up and includes 4-6, and each sky props up and is fixed on the 5th described tower bar by two retainer plates; Described retainer plate includes circular extenal fixation circle and internal fixtion circle, is connected between extenal fixation circle and internal fixtion circle by six connecting rods be equally spaced.The installation that retainer plate makes sky prop up becomes more convenient, and all skies are installed on the 5th tower bar after propping up and can being installed on retainer plate in advance again.
Often organize the bottom of propping up in sky and be outside equipped with a decoration ring, described decoration ring includes the inner ring and an outer ring be made up of three outer ring bodies that are connected with the 5th tower bar; Interior ring outer wall is equidistantly provided with three tube connectors, and outer ring body both ends are respectively equipped with a galianconism and long-armed; Described long-armed end and described tube connector grafting are also fixed by screw, and described galianconism and the long-armed of adjacent outer ring body are connected by screw.
Often organize sky and prop up 4 or 6 that include and be arranged on sustained height, each day Zhi Changdu is 2.20m, each sky props up and is connected with two skies be parallel to each other and props up connecting rod, the sky being positioned at top props up the sky that length of connecting rod is greater than lower position and props up length of connecting rod, and the sky angle q propped up between tower body length direction is 10 degree; The end of it connecting rod is connected with a square connecting wall, connecting wall is provided with two or four fixing hole, each connecting wall is connected with retainer plate by one or two U bolt, and the both ends of U bolt are passed two fixing holes on connecting wall and pass through nut locking; Two skies that each sky props up prop up connecting rod and are propped up in sky and be divided into three sections, and this length of three sections is 3:7:3 than x:y:z.It Stability Analysis of Structures, easy to connect, ensure that its signal transmission performance.
Compared with prior art, the invention has the beneficial effects as follows: the machine room framework structure of this single-pipe tower is simply firm, and each parts are bolted, transport, easy for installation, tower body is made up of more piece tower bar and respectively joint tower bar is by Flange joint, and installation is firm and speed of application is fast.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
Fig. 2 is the structural representation of machine room framework part.
Fig. 3 is the structural representation of the underframe part of machine room framework.
Fig. 4 is the structural representation of the connector of perpendicular strut ends.
Fig. 5 is the structural representation of machine room framework side.
Fig. 6 is the distributed architecture schematic diagram of counterweight.
Fig. 7 is the cross-sectional view of counterweight.
Fig. 8 is that the A-A of Fig. 7 is to structural representation.
Fig. 9 is that the B-B of Fig. 7 is to structural representation.
Figure 10 is the mounting structure schematic diagram that sky props up.
Figure 11 is the structural representation that sky props up.
Figure 12 is the structural representation of retainer plate.
Figure 13 is the structural representation of decoration ring.
Figure 14 is the outer ring body structural representation of decoration ring.
1, counterweight; 11, suspension ring; 12, holdfast; 13, reinforced frame; 14, brace; 15, straight reinforcing bar; 2, machine room framework; 21, underframe; 211, stock; 212, quarter butt; 213, reinforced pole; 22, perpendicular pole; 221, connector; 222, dowel; 223, connecting hole; 23, upper stock; 24, oblique fulcrum bar; 25, Connection Block; 26, tower seat; 27, skew back pole; 28, upper quarter butt; 3, the first support bar; 4, the second support bar; 5, tower body; 51, the first tower bar; 511, connection end A; 512, connection end B; 52, the second tower bar; 53, the 3rd tower bar; 54, the 4th tower bar; 55, the 5th tower bar; 6, decoration ring, 61, inner ring; 611, tube connector; 62, outer ring body; 621, galianconism; 622, long-armed; 7, retainer plate; 71, extenal fixation circle, 72, internal fixtion circle; 73, connecting rod; 8, sky props up; 81, sky props up connecting rod; 82, connecting wall; 9, lightning rod.
Detailed description of the invention
With reference to the accompanying drawings the specific embodiment of the present invention is made a detailed explanation below.
According to shown in Fig. 1 to Figure 14, a kind of communication tower described in the present embodiment, includes the rectangular machine room framework in bottom surface 2, is arranged on the counterweight 1 below machine room framework 2, be arranged on the tower body 5 in machine room framework 2, the sky being arranged on tower body 5 top props up 8 and be arranged on the lightning rod 9 on tower body 5 top.
Described counterweight 1 is provided with 7 along machine room framework 2 length direction, described counterweight 1 is the reinforced concrete structure of strip, be provided with the suspension ring 11 of " n " shape above counterweight 1 two ends, it is inner that suspension ring 11 lower end is fixed on counterweight 1, and suspension ring 11 liang of ends are bent outwardly in " U " shape; Counterweight 1 two ends are positioned at inside suspension ring 11 and are provided with two groups of holdfasts 12 be connected with machine room framework 2, and it is inner that holdfast 12 bottom is fixed on counterweight 1, often organize between holdfast 12 bottom and are connected with brace 14; The multiple reinforced frames 13 in " saying " font perpendicular to counterweight 1 length direction are provided with in described counterweight 1, each reinforced frame 13 is connected as a single entity by 7 straight reinforcing bar 15 welding, and 7 straight reinforcing bars 15 are connected to four summits of reinforced frame 13 and the center on four limits.
Described machine room framework 2 includes the underframe 21 be directly connected with each counterweight 1, underframe 21 comprises two stocks 211 and perpendicular to stock 211 and equidistant three quarter butts 212 arranged, Connection Block 25 is connected with between the quarter butt 212 and stock 211 at two ends, between quarter butt 212 one end and stock 211 of centre, be connected with tower seat 26, this quarter butt 212 other end is directly connected with stock 211; Centre between two stocks 211 between adjacent two quarter butts 212 is also connected with reinforced pole 213; Be connected with the perpendicular pole 22 vertically arranged above described Connection Block 25, the two ends of perpendicular pole 22 are fixed with connector 221 respectively; Be connected with upper quarter butt 28 respectively by upper stock 23 near position, upper end between each adjacent perpendicular pole 22, upper stock 23 to be positioned at directly over stock 211 and parallel with stock 211, and upper quarter butt 28 to be positioned at directly over quarter butt 212 and parallel with quarter butt 212; Be connected to oblique fulcrum bar 24 between described perpendicular pole 22 and stock 211, each oblique fulcrum bar 24 surrounds isosceles right triangle jointly with stock 211, perpendicular pole 22; Be connected to skew back pole 27 away between the perpendicular pole 22 of tower seat 26 side and quarter butt 212, each skew back pole 27 surrounds isosceles right triangle jointly with perpendicular pole 22, quarter butt 212.
Described perpendicular pole 22 is pipe, the connector 221 at perpendicular pole 22 two ends is in square, erect and be equidistantly welded with 8 dowels 222 between pole 22 sidewall and connector 221, described dowel 222 is triangular in shape, described connector 221 is provided with eight connecting holes 223.
Described tower body 5 includes the first tower bar 51 by Flange joint from bottom to top; Second tower bar 52, the 3rd tower bar 53, the 4th tower bar 54 and the 5th tower bar 55; The first described tower bar 51 lower end is by Flange joint on tower seat 26, and the first tower bar 51 sidewall is also connected with a pair connection end A511 and is positioned at a pair connection end B512 above connection end A511; Connect respectively by the first support bar 3 between two perpendicular pole 22 upper ends of a pair connection end A511 and close tower seat 26 side, two the first support bars 3 are mutually vertical; Connect respectively by the second support bar 4 between a pair connection end B512 and two perpendicular pole 22 upper ends away from tower seat 26 side, between two the second support bars 4, form acute angle.The first described support bar 3 is identical with connector 221 structure of perpendicular pole 22 with the structure at the second support bar 4 both ends.
The pipe of the tower bar forming described tower body 5 to be all external diameters be 50-60cm, the first described tower bar 51; Second tower bar 52, the 3rd tower bar 53, the 4th tower bar 54 and the 5th tower bar 55 length ratio are 8:8:7:6:6.
Described sky props up 8 and includes two groups, and two groups of skies prop up 8 and are all arranged on the 5th tower bar 55; Often group sky props up and includes 4-6, and each sky props up 8 and is fixed on the 5th described tower bar 55 by two retainer plates 7; Described retainer plate 7 includes circular extenal fixation circle 71 and internal fixtion circle 72, is connected between extenal fixation circle 71 and internal fixtion circle 72 by six connecting rods be equally spaced 73.
Often organize the bottom of propping up 8 in sky and be outside equipped with a decoration ring 6, described decoration ring 6 includes the inner ring 61 and an outer ring be made up of three outer ring bodies 62 that are connected with the 5th tower bar 55; Inner ring 61 outer wall is equidistantly provided with three tube connectors 611, and outer ring body 62 both ends are respectively equipped with a galianconism 621 and one long-armed 622; Described long-armed 622 ends and described tube connector 611 grafting are also fixed by screw, and described galianconism 621 is connected by screw with long-armed 622 of adjacent outer ring body 62.
Often group sky props up 8 and includes 4 or 6 that are arranged on sustained height, it is 2.20m that each sky props up 8 length, each sky props up and is connected with two skies be parallel to each other on 8 and props up connecting rod 81, the sky being positioned at top props up the sky that connecting rod 81 length is greater than lower position and props up connecting rod 81 length, and the sky angle q propped up between 8 and tower body 5 length direction is 10 degree; The end of it connecting rod 81 is connected with a square connecting wall 82, connecting wall 82 is provided with two or four fixing hole, each connecting wall 82 is connected with retainer plate 7 by one or two U bolt, and the both ends of U bolt are passed two fixing holes on connecting wall 82 and pass through nut locking; Two skies propped up on 8, each sky prop up connecting rod 81 and sky are propped up 8 and be divided into three sections, and this length of three sections is 3:7:3 than x:y:z.They 8 Stability Analysis of Structures, easy to connect, ensure that its signal transmission performance.
When single-pipe tower is installed, first arrange configuration 1, then machine room framework 2 being installed is fixed in counterweight 1, the stock of underframe 21 is fixedly connected with counterweight 1, first tower bar 51 is then installed, then the first support bar 3 and the second support bar 4 is installed, then continue the second tower bar 52, the 3rd tower bar 53, the 4th tower bar 54 and the 5th tower bar 55 are installed successively, retainer plate 7 and decoration ring 6 are then installed again, finally on retainer plate 7, sky are installed and prop up 8.
Claims (1)
1. a communication tower, is characterized in that: include the machine room framework that bottom surface is rectangular, is arranged on the counterweight below machine room framework, is arranged on the tower body in machine room framework, and the sky being arranged on tower body top props up and be arranged on the lightning rod on tower body top;
Described counterweight is provided with 7 along machine room framework length direction, and described counterweight is the reinforced concrete structure of strip, and counterweight is provided with the suspension ring of " n " shape above two ends, and suspension ring lower end is fixed on counterweight inside, and suspension ring two end is bent outwardly in " U " shape; Counterweight two ends are positioned at inside suspension ring and are provided with two groups of holdfasts be connected with machine room framework, and holdfast bottom is fixed on counterweight inside, often organize between holdfast bottom and are connected with brace; Be provided with the multiple reinforced frames in " saying " font perpendicular to counterweight length direction in described counterweight, each reinforced frame is connected as a single entity by 7 straight reinforcement welding, and 7 straight reinforcing bars are connected to four summits of reinforced frame and the center on four limits;
Described machine room framework includes the underframe be directly connected with each counterweight, underframe comprises two stocks and perpendicular to stock and equidistant three quarter butts arranged, Connection Block is connected with between the quarter butt and stock at two ends, between quarter butt one end and stock of centre, be connected with tower seat, this quarter butt other end is directly connected with stock; Centre between two stocks between adjacent two quarter butts is also connected with reinforced pole; Be connected with the perpendicular pole vertically arranged above described Connection Block, the two ends of perpendicular pole are fixed with connector respectively; Be connected with upper quarter butt respectively by upper stock near position, upper end between each adjacent perpendicular pole, upper stock to be positioned at directly over stock and parallel with stock, and upper quarter butt to be positioned at directly over quarter butt and parallel with quarter butt; Be connected to oblique fulcrum bar between described perpendicular pole and stock, each oblique fulcrum bar and stock, perpendicular pole surround isosceles right triangle jointly; Be connected to skew back pole away between the perpendicular pole of tower seat side and quarter butt, each skew back pole and perpendicular pole, quarter butt surround isosceles right triangle jointly;
Described perpendicular pole is pipe, and the connector at perpendicular pole two ends is in square, and erect and be equidistantly welded with 8 dowels between pole sidewall and connector, described dowel is triangular in shape, described connector is provided with eight connecting holes;
Described tower body includes the first tower bar by Flange joint from bottom to top; Second tower bar, the 3rd tower bar, the 4th tower bar and the 5th tower bar; The first described tower bar lower end is by Flange joint on tower seat, and the first tower bar sidewall is also connected with a pair connection end A and is positioned at a pair connection end B above connection end A; Connect respectively by the first support bar between two perpendicular pole upper ends of a pair connection end A and close tower seat side, two the first support bars are mutually vertical; Connect respectively by the second support bar between a pair connection end B and two perpendicular pole upper ends away from tower seat side, between two the second support bars, form acute angle;
The pipe of the tower bar forming described tower body to be all external diameters be 50-60cm, the first described tower bar; The ratio of the second tower bar, the 3rd tower bar, the 4th tower bar and the 5th tower pole length is 8:8:7:6:6;
Described sky props up and includes two groups, and two groups of sky Zhi Jun are arranged on the 5th tower bar; Often group sky props up and includes 4-6, and each sky props up and is fixed on the 5th described tower bar by two retainer plates; Described retainer plate includes circular extenal fixation circle and internal fixtion circle, is connected between extenal fixation circle and internal fixtion circle by six connecting rods be equally spaced;
Often organize the bottom of propping up in sky and be outside equipped with a decoration ring, described decoration ring includes the inner ring and an outer ring be made up of three outer ring bodies that are connected with the 5th tower bar; Interior ring outer wall is equidistantly provided with three tube connectors, and outer ring body both ends are respectively equipped with a galianconism and long-armed; Described long-armed end and described tube connector grafting are also fixed by screw, and described galianconism and the long-armed of adjacent outer ring body are connected by screw;
Often organize sky and prop up 4 or 6 that include and be arranged on sustained height, each day Zhi Changdu is 2.20m, each sky props up and is connected with two skies be parallel to each other and props up connecting rod, the sky being positioned at top props up the sky that length of connecting rod is greater than lower position and props up length of connecting rod, and the sky angle q propped up between tower body length direction is 10 degree; The end of it connecting rod is connected with a square connecting wall, connecting wall is provided with two or four fixing hole, each connecting wall is connected with retainer plate by one or two U bolt, and the both ends of U bolt are passed two fixing holes on connecting wall and pass through nut locking; Two skies that each sky props up prop up connecting rod and are propped up in sky and be divided into three sections, and this length of three sections is 3:7:3 than x:y:z.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310244880.2A CN103343643B (en) | 2013-06-18 | 2013-06-18 | A kind of communication tower |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310244880.2A CN103343643B (en) | 2013-06-18 | 2013-06-18 | A kind of communication tower |
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| Publication Number | Publication Date |
|---|---|
| CN103343643A CN103343643A (en) | 2013-10-09 |
| CN103343643B true CN103343643B (en) | 2015-07-29 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310244880.2A Expired - Fee Related CN103343643B (en) | 2013-06-18 | 2013-06-18 | A kind of communication tower |
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| Country | Link |
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Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201963022U (en) * | 2011-01-27 | 2011-09-07 | 李震 | Portable communication tower |
| CN202131818U (en) * | 2011-07-06 | 2012-02-01 | 安徽名筑钢塔工程有限公司 | Novel portable integrated communication tower |
| CN202152554U (en) * | 2011-07-06 | 2012-02-29 | 安徽名筑钢塔工程有限公司 | Novel and integral supporting structure for communication tower |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203271231U (en) * | 2013-06-18 | 2013-11-06 | 浙江巨匠钢业有限公司 | Communication tower |
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2013
- 2013-06-18 CN CN201310244880.2A patent/CN103343643B/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201963022U (en) * | 2011-01-27 | 2011-09-07 | 李震 | Portable communication tower |
| CN202131818U (en) * | 2011-07-06 | 2012-02-01 | 安徽名筑钢塔工程有限公司 | Novel portable integrated communication tower |
| CN202152554U (en) * | 2011-07-06 | 2012-02-29 | 安徽名筑钢塔工程有限公司 | Novel and integral supporting structure for communication tower |
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| Publication number | Publication date |
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| CN103343643A (en) | 2013-10-09 |
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Address after: 314515 Gaoqiao Street Industrial Zone, Tongxiang City, Jiaxing City, Zhejiang Province Patentee after: Zhejiang Juyi Steel Co.,Ltd. Address before: Takahashi Tongxiang City Industrial Zone Jiaxing city Zhejiang province 314515 Zhejiang masters of Steel Industry Co. Ltd. Patentee before: Zhejiang Jujiang Steel Industrial Co.,Ltd. |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150729 |