CN101915007B - Elevator socket-type tower body, mobile communication base station and mounting method for tower body - Google Patents
Elevator socket-type tower body, mobile communication base station and mounting method for tower body Download PDFInfo
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- CN101915007B CN101915007B CN2010102632968A CN201010263296A CN101915007B CN 101915007 B CN101915007 B CN 101915007B CN 2010102632968 A CN2010102632968 A CN 2010102632968A CN 201010263296 A CN201010263296 A CN 201010263296A CN 101915007 B CN101915007 B CN 101915007B
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- coxopodite
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Abstract
The invention relates to an elevator socket-type tower body and a mobile communication base station. The tower body is formed by connecting a plurality of sockets; a lifting device lifts the sockets of the tower body; the lower part of the tower body is connected with an integrated combined machine room or is connected with a standardized container type machine room; and a foot hinged support on the lower part of the tower body and the machine room are fixedly connected with the base. The elevator socket-type tower body, the mobile communication base station and a mounting method for the tower body have the advantages that: the tower body is a folded lifting tower body which is formed by connecting the plurality of sockets, and can be erected by using a starting device after being assembled on site, so that the assembly is convenient and aerial work is reduced; the sockets of the tower body are lifted by using the lifting device which consists of a lifting screw rod, a lifting nut, a worm speed reducer and a motor, so safety and reliability are achieved; the tower body and the integrated combined machine room are connected into a whole so as to increase the rigidity and stability of the whole; and by using the modularized detachable movable base, the whole communication tower is convenient to move without the fixed site and has low manufacturing cost.
Description
Technical field
The present invention relates to the post and telecommunications tower, especially a kind of mounting method that goes up and down to overlap joint formula tower body and mobile communication base station and tower body.
Background technology
Present post and telecommunications tower both domestic and external mainly contains three kinds of forms, and the one, trussed construction angle of polygon head tower, the 2nd, trussed construction polygonal steel pipe tower; The 3rd, conical single-pipe tower all is to be fixedly connected with ground, can not move; In some specific occasion, can cause communication not smooth, like the athletic meeting place; Or hold big assembly place etc. temporarily, set up communication tower in these places extremely uneconomical more, must design a kind of portable communication tower station and solve.
Summary of the invention
Technical problem to be solved by this invention is to provide a kind of up-down cover joint formula tower body and mobile communication base station, tower body and machine room and detachable basic the connection, have flexible, characteristics such as the duration lacks, and cost is low.
Another technical problem to be solved by this invention is to provide the mounting method of above-mentioned up-down cover joint formula tower body.
The present invention solves the problems of the technologies described above the technical scheme of being taked: a kind of up-down cover joint formula tower body and mobile communication base station; Tower body is formed by connecting at some cover joints; By lift-up device tower body cover joint is gone up and down; The tower body bottom connects with integrated combination machine room, or is connected with standardization container-type machine room, and the footing free bearing of last tower body bottom is connected with basic fixed with machine room.
On the basis of such scheme, described tower body is the triangle trussed construction, is formed by connecting king-post, brace and cross bar; The cover joint of tower body is superimposed together by second cover joint of suit tower body in the tower body coxopodite and tower body the 3rd cover joint, constitutes three cover joints.
On the basis of such scheme, between two tower bodies cover sections, leave certain interval, its external sleeve joint top and interior cover joint root all are equipped with lifting idler pulley, and the king-post of tower body is as the guide rail of lifting idler pulley.
On the basis of such scheme, described lift-up device comprises that jacking screw mandrel, jacking nut, output shaft are hollow worm reducer and motor; The flange of jacking screw mandrel is connected with the bottom of bolt with the tower body coxopodite, and the jacking nut is installed in the hollow output shaft of worm reducer, and worm reducer connects with motor, and is installed in the bottom of the tower body second cover joint.
On the basis of such scheme, the bottom of tower body coxopodite is provided with the footing free bearing, and the footing free bearing is connected with basic fixed with machine room.
On the basis of such scheme, described machine room is a trussed construction, and its top is provided with plate lifting device.
On the basis of such scheme, on the king-post of the every cover joint of tower body, self-locking and safety locking motion are housed all; The last hypomere end of jacking screw mandrel is provided with distance caging device.
On the basis of such scheme, described basis is the modular removable portable structure.
The invention has the beneficial effects as follows:
1, the superposed type liftable tower body of tower body for being formed by connecting at some cover joints can be assembled the back on the spot and erect with plate lifting device, and be easy to assembly, reduces work high above the ground;
2, the lift-up device jacking of jacking screw mandrel, jacking nut, worm reducer and motor composition is adopted in the up-down of tower body cover joint, and is safe and reliable;
3, tower body and integrated combination machine room are linked to be integral body, to increase whole rigidity and stability;
4, adopt the removable portable basis of modularization, make integrated communication tower conveniently moving, fixing land used is not cheap.
Description of drawings
Fig. 1 is a structural representation of the present invention.
Fig. 2 is a package assembly sketch map of the present invention.
Fig. 3 is three cover joint superposed type housing structure sketch mapes of the present invention.
Fig. 4 is the tower body second cover joint climbing structure sketch map of the present invention.
Fig. 5 is tower body the 3rd a socket climbing structure sketch map of the present invention.
Label declaration in the accompanying drawing
1-footing free bearing; 2-tower body coxopodite; The 3-tower body second cover joint;
4-tower body the 3rd cover joint; 5-jacking screw mandrel; 6-jacking nut;
The 7-plate lifting device; 8-tower body coxopodite guide wheel; The 9-tower body second cover joint guide wheel;
10-tower body the 3rd cover joint guide wheel; The 11-distance caging device; The 12-machine room;
The 13-basis.
The specific embodiment
Below in conjunction with accompanying drawing structure of the present invention is described further.
Please participate in shown in Fig. 1 to 5; The superimposed cover joint formula tower body that the present invention is made up of the triangle truss; Tower body is formed three cover joint formula tower bodies or quadruplet joint formula tower body (present embodiment is three cover joint formula tower bodies, is respectively tower body coxopodite 2, the tower body second cover joint 3 and tower body the 3rd cover joint 4) according to the height of tower.By lift-up device superimposed tower body cover joint is pursued the joint jacking; The bottom of tower body coxopodite 2 is connected with integrated combination machine room; Or be connected with standardization container-type machine room; The footing free bearing 1 of last tower body coxopodite 2 bottoms is connected with the packaged type basis with machine room, and the tower body top is provided with lightning rod and antenna holder, and antenna holder is connected (seeing shown in Figure 1) with the signal of communication line.
Wherein, triangle trussed construction tower body is formed by connecting king-post, brace, cross bar; Be set with tower body second cover joint 3 and tower body the 3rd cover joint 4 (seeing shown in Figure 3) in the tower body coxopodite 2, being superimposed together constitutes three cover joint tower bodies, according to the tower body height tower body quadruplet joint can be set.
Between two tower bodies cover sections, leave certain interval; Adjacent two cover joints adopt inside and outside suit (distinguishing with outside cover joint and inboard cover joint); Lifting idler pulley all is equipped with the inboard joint root that overlaps in cover joint top in the outside, and promptly tower body coxopodite guide wheel 8, the tower body second cover joint guide wheel 9 and tower body the 3rd cover save guide wheel 10 (seeing shown in Figure 3), and the king-post of tower body is as riser guide; When cover joint and outside cover joint go up and down in the inboard, can reduce the frictional force that is produced when going up and down between guide wheel and the guide rail.
Plate lifting device 7 is installed in the machine room top, and wire rope one end is connected with plate lifting device 7, and the other end is connected with tower body coxopodite 4 tops.
Described lift-up device; By jacking screw mandrel 5, jacking nut 6, output shaft is that hollow worm reducer and motor formed; The flange of jacking screw mandrel 5 is connected with tower body coxopodite 2 bottoms with bolt; Jacking nut 6 is installed in the hollow output shaft of worm reducer, and worm reducer connects with motor, and is installed in the bottom of the tower body second cover joint 3.
On the king-post of the every cover joint of tower body, self-locking and safety locking motion are housed all.
The upper and lower end parts of jacking screw mandrel 5 is equipped with distance caging device 11.
Described integrated machine room 12 is a trussed construction, and the top is a framework, and tower body bottom free bearing 1 is connected with removable module type basis with machine room 12, and machine room 12 tops socket with wire rope and tower body.
Described modular type basis 13, as long as with the smooth compacting in fabricating yard, earth bearing strength reaches>=12t/m
2, module basis 13 installed to set level fuse.
The triangle truss tower body cover joint mounting method of the cover joint formula of going up and down tower body is following:
(1) tiling is installed on ground, and the tower body coxopodite 2 interior suit tower body second cover joints 3 save 4 with tower body the 3rd cover, and the root of the tower body second cover joint 3 and the root of tower body the 3rd cover joint 4 are connected with bolt and nut temporarily;
(2) flange with jacking screw mandrel 5 bottoms is connected with the bottom of bolt with tower body coxopodite 2;
(3) jacking nut 6 is loaded in the hollow shaft of worm reducer connects; Worm reducer is connected with motor, and is installed in the bottom of the tower body second cover joint 3;
(4) fix up an aerial wire at tower body the 3rd cover joint 4 tops support and lightning rod;
(5) plate lifting device 7 is installed in machine room 12 tops, and wire rope one end is connected with plate lifting device 7, and the other end starts plate lifting device 7 with after 4 tops are connected at the bottom of the tower body, and whole tower body is vertical;
(6) forward actuating motor drives worm reducer, makes 6 rotations of jacking nut, and the tower body second cover joint 3 is ended together with the climb distance caging device 11 at tower body coxopodite 2 tops of tower body the 3rd cover joint 4; Remove the flange bolt of tower body coxopodite 2 bottoms and jacking screw mandrel 5;
(7) reverse actuating motor; Drive worm reducer; Make the reverse rotation of jacking nut; Jacking screw mandrel 5 is risen in the tower body second cover joint 3; Fixedly jacking screw mandrel 5 flanges overlap being connected of joint 3 with tower body second; Remove the tower body second cover joint 3 again and save the bolt and nut that is connected between 4 with tower body the 3rd cover, at this moment, tower body coxopodite 2 fuses with the tower body second cover joint 3 roots temporarily;
(8) forward actuating motor; Drive worm reducer, make 6 rotations of jacking nut, tower body the 3rd cover joint 4 is up climbed along jacking screw mandrel 5; End the cover joint formula of so far the going up and down tower body design height that all climbs until the tower body second cover joint 3 top distance caging device 11 of climbing.
Claims (3)
1. one kind is gone up and down to overlap joint formula tower body; It is characterized in that: tower body is formed by connecting at some cover joints; By lift-up device tower body cover joint is gone up and down; The tower body bottom connects with integrated combination machine room, or is connected with standardization container-type machine room, and the footing free bearing of last tower body bottom is connected with basic fixed with machine room; Described lift-up device; Comprise that jacking screw mandrel, jacking nut, output shaft are hollow worm reducer and motor; The flange of jacking screw mandrel is connected with the bottom of bolt with the tower body coxopodite; The jacking nut is installed in the hollow output shaft of worm reducer, and worm reducer connects with motor, and is installed in the bottom of the tower body second cover joint.
2. a kind of up-down cover joint formula tower body according to claim 1, it is characterized in that: said tower body is the triangle trussed construction, is formed by connecting king-post, brace and cross bar; On the king-post of the every cover joint of tower body, self-locking and safety locking motion are housed all; The upper and lower end parts of jacking screw mandrel is equipped with distance caging device.
3. mounting method that goes up and down to overlap joint formula tower body is characterized in that:
Triangle truss tower body cover joint mounting method is following:
(1) the tiling installation on ground, suit tower body second cover joint and tower body the 3rd cover save in the tower body coxopodite, and the root of the tower body second cover joint and the root of tower body the 3rd cover joint are connected with bolt and nut temporarily;
(2) flange with jacking screw mandrel bottom is connected with the bottom of bolt with the tower body coxopodite;
(3) the jacking nut is loaded in the hollow shaft of worm reducer connects; Worm reducer is connected with the motor of positive and negative two-way rotation, and is installed in the bottom of the tower body second cover joint;
(4) fix up an aerial wire at tower body the 3rd cover joint top support and lightning rod;
(5) plate lifting device is installed in the machine room top, and wire rope one end is connected with plate lifting device, and the other end starts plate lifting device with after tower body coxopodite top is connected, and whole tower body is vertical, and is connected with basic fixed;
(6) forward actuating motor, the drive worm reducer makes the rotation of jacking nut, and the tower body second cover joint is ended together with the distance caging device that tower body the 3rd cover saves the tower body coxopodite top of climbing; Remove the flange bolt of tower body coxopodite bottom and jacking screw mandrel;
(7) reverse actuating motor; Drive worm reducer; Make the reverse rotation of jacking nut; The jacking screw mandrel is risen in the tower body second cover joint; Fixedly jacking screw mandrel flange is connected with the tower body second cover joint bottom; Bolt and nut temporarily that be connected between removing the tower body second cover joint again and tower body the 3rd cover saving, at this moment, tower body coxopodite and the tower body second cover joint root fuse;
(8) forward actuating motor; Drive worm reducer, make the rotation of jacking nut, tower body the 3rd cover joint is up climbed along the jacking screw mandrel; End the cover joint formula of so far the going up and down tower body design height that all climbs until the tower body second cover joint top distance caging device of climbing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010102632968A CN101915007B (en) | 2010-08-26 | 2010-08-26 | Elevator socket-type tower body, mobile communication base station and mounting method for tower body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010102632968A CN101915007B (en) | 2010-08-26 | 2010-08-26 | Elevator socket-type tower body, mobile communication base station and mounting method for tower body |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101915007A CN101915007A (en) | 2010-12-15 |
| CN101915007B true CN101915007B (en) | 2012-07-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010102632968A Expired - Fee Related CN101915007B (en) | 2010-08-26 | 2010-08-26 | Elevator socket-type tower body, mobile communication base station and mounting method for tower body |
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| Country | Link |
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| CN (1) | CN101915007B (en) |
Families Citing this family (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102704717B (en) * | 2012-05-09 | 2014-07-30 | 电联工程技术股份有限公司 | Lifting support leg for mobile integrated base station |
| CN103015788A (en) * | 2012-09-26 | 2013-04-03 | 河南省电力公司信阳供电公司 | Electric lifting wire pole |
| CN103375033A (en) * | 2013-06-27 | 2013-10-30 | 广西凯威电力通信安装工程有限公司 | Integrated communication base station |
| CN103883137B (en) * | 2014-02-17 | 2017-01-25 | 浙江宁远塔桅制造有限公司 | Communication base station with tower rod and machine room in integration |
| CN104929416A (en) * | 2015-05-06 | 2015-09-23 | 王英英 | Mobile communication tower quick to move and mount |
| CN108124319A (en) * | 2016-11-28 | 2018-06-05 | 河北亿鑫通讯设备有限公司 | A kind of self cooling environment protection integrated communications tower base station |
| CN106907044B (en) * | 2017-02-21 | 2019-01-11 | 华北水利水电大学 | The mutual rotatable emergency communication tower body of a kind of plate and cylindricality |
| CN110242093A (en) * | 2018-03-09 | 2019-09-17 | 苏馥仪 | Stacked transmission tower and its construction method |
| CN108442799B (en) * | 2018-03-27 | 2019-11-01 | 洛阳理工学院 | A kind of portable mobile communication tower |
| CN109249379A (en) * | 2018-11-16 | 2019-01-22 | 上海缆玥智能科技有限公司 | A kind of truss structure |
| CN109812117B (en) * | 2019-03-20 | 2024-05-03 | 衡水通广通信导航设备有限公司 | Mobile intelligent lifting radar tower and installation method thereof |
| CN111321753B (en) * | 2020-02-28 | 2020-11-10 | 聊城信元通信科技有限公司 | Steel skeleton type multi-frequency-band mobile communication base station |
| CN111779350B (en) * | 2020-07-10 | 2022-04-08 | 河北鸿宇通信器材有限公司 | Signal tower installation composite set |
| CN114458071B (en) * | 2022-03-08 | 2024-03-19 | 安徽沃恒建设工程项目管理有限公司 | Assembled construction platform for installing sectional steel tower |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| US3952467A (en) * | 1971-03-05 | 1976-04-27 | Zip-Up Lighting Tower Company, Inc. | Extendible tower structure |
| US4616454A (en) * | 1985-02-19 | 1986-10-14 | Suncor Inc. | Slant service rig |
| CN2324279Y (en) * | 1998-08-04 | 1999-06-16 | 丁桂秋 | Multi-part linkage telescopic tower ladder |
| CN2688825Y (en) * | 2004-01-05 | 2005-03-30 | 浙江电联设备工程有限公司 | Rapid telecommunication towers |
| DE202006011099U1 (en) * | 2006-02-23 | 2007-07-05 | Liebherr-Werk Ehingen Gmbh | Telescope tower, has multiple inserted pipes with flange on one side, and are movable towards each other for setting up tower |
| CN200993214Y (en) * | 2006-11-20 | 2007-12-19 | 曾凡 | Multi-stage spiral synchronous drive lifting device |
| CN201486198U (en) * | 2009-08-10 | 2010-05-26 | 深圳市海生机房技术有限公司 | Lifting tower and mobile base station |
| CN101775911A (en) * | 2010-01-29 | 2010-07-14 | 浙江八方电信有限公司 | Hydraulic integrated base station |
-
2010
- 2010-08-26 CN CN2010102632968A patent/CN101915007B/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3952467A (en) * | 1971-03-05 | 1976-04-27 | Zip-Up Lighting Tower Company, Inc. | Extendible tower structure |
| US4616454A (en) * | 1985-02-19 | 1986-10-14 | Suncor Inc. | Slant service rig |
| CN2324279Y (en) * | 1998-08-04 | 1999-06-16 | 丁桂秋 | Multi-part linkage telescopic tower ladder |
| CN2688825Y (en) * | 2004-01-05 | 2005-03-30 | 浙江电联设备工程有限公司 | Rapid telecommunication towers |
| DE202006011099U1 (en) * | 2006-02-23 | 2007-07-05 | Liebherr-Werk Ehingen Gmbh | Telescope tower, has multiple inserted pipes with flange on one side, and are movable towards each other for setting up tower |
| CN200993214Y (en) * | 2006-11-20 | 2007-12-19 | 曾凡 | Multi-stage spiral synchronous drive lifting device |
| CN201486198U (en) * | 2009-08-10 | 2010-05-26 | 深圳市海生机房技术有限公司 | Lifting tower and mobile base station |
| CN101775911A (en) * | 2010-01-29 | 2010-07-14 | 浙江八方电信有限公司 | Hydraulic integrated base station |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101915007A (en) | 2010-12-15 |
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