CN101845912A - Segmental-body assembly type emergency communication tower - Google Patents
Segmental-body assembly type emergency communication tower Download PDFInfo
- Publication number
- CN101845912A CN101845912A CN201010206640A CN201010206640A CN101845912A CN 101845912 A CN101845912 A CN 101845912A CN 201010206640 A CN201010206640 A CN 201010206640A CN 201010206640 A CN201010206640 A CN 201010206640A CN 101845912 A CN101845912 A CN 101845912A
- Authority
- CN
- China
- Prior art keywords
- tower
- triangle
- segmental
- triangular
- frame
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention relates to a segmental-body assembly type emergency communication tower, which is characterized by mainly comprising a chassis, a regulating triangular base, a triangular tower lifting frame, a triangular guiding frame, a segmental tower body and balancing weights, wherein the chassis is formed by fixedly connecting three pairs of main balancing frames with a triangular tower base in the shape of Y; the balancing weights are put on the outer side ends of the three pairs of main balancing frames; a bottom framework of the triangular guiding frame and the triangular base are vertically and fixedly connected to form a whole; the inner side wall of the framework of the triangular tower lifting frame is provided with a plurality of regulating brackets in pinned joint; the outer side of the triangular tower lifting frame is connected with the main balancing frames by a supporting pole which is fixedly connected with the triangular tower lifting frame; and an inner framework of the triangular tower lifting frame is internally provided with the triangular guiding frame which is in sliding fit with a bearing. The emergency communication tower has the advantages that: each section of tower body is lifted in a sliding way on the triangular tower lifting frame by the triangular guiding frame through a lifting tool to realize lifting by sections; then, each section of tower body is assembled into the tower; and the tower is quickly built with low cost, and convenient disassembly.
Description
Technical field
The invention belongs to communications tower, relate in particular to a kind of segmental-body assembly type emergency communication tower.
Background technology
Communications tower is being brought into play huge effect at current digital communication times.Fixing communications tower involves great expense, and the duration is very long.A fixed tower cost is more than 500,000 yuan; To purchase nearly 400,000 yuan of tower through doing 100,000 yuan of basic expenses.Engineering time needs a wheat harvesting period, long cost height of cycle.Run into convention on ordinary days, need to satisfy simultaneously the cellphone subscriber's that uprushes communication, communication company adopts the communication emergency car to solve an above-mentioned difficult problem.Import emergency car needs 8,000,000 yuan, and 1 year emergency car will leave unused time of 2/3, causes the significant wastage of resource.When running into removal or accident such as earthquake, can not interrupt in order to guarantee communication, have only and set up temporary fixed tower, not only build tower cost height, the cycle is long, uses a period of time to tear tower again open and can produce a removal expense again, and ground is then scrapped.Set up fixed tower and can not satisfy growing rate request at present, demand developing a kind of building soon urgently, cost is low, convenient communications tower of removing.
Summary of the invention
The objective of the invention is to overcome the deficiency of above-mentioned technology, build soon and provide a kind of, cost is low, the convenient segmental-body assembly type emergency communication tower of removing.
The present invention for achieving the above object, by the following technical solutions: a kind of segmental-body assembly type emergency communication tower, it is characterized in that: mainly by the chassis, triangle base, triangle body of the tower hoisting frame, the triangle saddle, segmented body of the tower and balancing weight constitute, described chassis is the Y font by three secondary counterweight body frames and triangle tower base and fixedlys connected and constitute the chassis, described three secondary counterweight body frame outboard ends are placed balancing weight, described triangle saddle underframe is vertical with triangle base affixed, the framework inside wall of described triangle body of the tower hoisting frame is provided with some the supports that are connected with bearing, the triangle body of the tower hoisting frame outside is by being connected with the counterweight body frame with its affixed support bar, be equipped with the triangle saddle that is slidingly matched with bearing in the triangle body of the tower hoisting frame inside casing, the framework of described triangle body of the tower hoisting frame is provided with body of the tower and imports and exports.
Each frame of described triangle base is provided with the engaging lug of band pin-and-hole, and described counterweight body frame top margin frame is provided with contiguous block, and contiguous block and triangle base engaging lug are pegged graft, and by the pin pin joint.
Described segmented body of the tower adopts manually or machinery segmentation from bottom to top promotes.
After described segmental-body is fixing, be fixed with the adjustable type fixed pulling rope on the segmental-body, the fixed pulling rope other end links to each other with triangle base and locks.
Described support bar is connected by stud by the two joint support bars that have bidirectional helical.
Beneficial effect: by the lifting instrument with every joint body of the tower by risings of on triangle body of the tower hoisting frame, sliding of triangle saddle, realize then every joint body of the tower being assembled into tower by saving lifting.Build soon, cost is low, the convenient dismounting.In order to guarantee that communication can not interrupt, can set up interim tower fast, not only reduce and build the tower cost, only need 4-5 hour time can build up 20 meters communications tower.Can reuse, reduce removal expense.
Description of drawings
Fig. 1 is a structural representation of the present invention;
Fig. 2 is the vertical view of Fig. 1;
Fig. 3 is the structural representation of Fig. 1 intermediate cam shape body of the tower hoisting frame;
Fig. 4 is the vertical view of Fig. 2;
Fig. 5 is the right view of figure;
The structural representation of Fig. 6 triangle saddle;
Fig. 7 is the structural representation of Fig. 1 intermediate cam shape base;
Fig. 8 is the structural representation of support bar among Fig. 1;
Fig. 9 is the structural representation of counterweight body frame;
Figure 10 is the structural representation of segmented body of the tower.
Among the figure: 1, triangle base, 2, triangle body of the tower hoisting frame, 3, the triangle saddle, 4, segmented body of the tower, 5, balancing weight, 6, the counterweight body frame, 7, bearing, 8, support, 9, support bar, 10, import and export, 11, pin-and-hole, 12, engaging lug 13, contiguous block, 14, stud, 15, the adjustable type fixed pulling rope.
The specific embodiment
Describe the specific embodiment of the present invention in detail below in conjunction with accompanying drawing and preferred embodiment.As shown in the figure, a kind of segmental-body assembly type emergency communication tower, mainly by the chassis, triangle base 1, triangle body of the tower hoisting frame 2, triangle saddle 3, segmented body of the tower 4 and balancing weight 5 constitute, described chassis is Y font bolt-type by three secondary counterweight body frames 6 with the triangle tower base and connects and composes the chassis, described three secondary counterweight body frame outboard ends are placed balancing weight, described triangle saddle underframe is connected in aggregates with the vertical bolt-type of triangle base, the framework inside wall of described triangle body of the tower hoisting frame is provided with some the supports 8 that are connected with bearing 7, the triangle body of the tower hoisting frame outside is by being connected with the counterweight body frame with its affixed support bar 9, be equipped with the triangle saddle that is slidingly matched with bearing in the triangle body of the tower hoisting frame inside casing, the framework of described triangle body of the tower hoisting frame reserves body of the tower in one side and imports and exports 10 when welding assembly.Each frame of described triangle base is provided with the engaging lug 12 of band pin-and-hole 11, and described counterweight body frame top margin frame is provided with contiguous block 13, and contiguous block and triangle base engaging lug are pegged graft, and by pin (not shown) pin joint.Described support bar is connected by stud 14 by the two joint support bars that have bidirectional helical.Described segmented body of the tower adopts manually or machinery segmentation from bottom to top promotes.After described segmental-body is fixing, be fixed with the adjustable type fixed pulling rope on the segmental-body, the fixed pulling rope other end links to each other with triangle base and locks.The fixed pulling rope of anchoring and body of the tower promote and locking synchronously in the segmental-body jacking process.
Operating principle:
The lifting installation steps of emergency communication tower: at first the epimerite body of the tower is imported and exported the framework inboard that enters triangle body of the tower hoisting frame 10 from body of the tower, be placed on the triangle base, utilize two palm hoist cranes that the body of the tower epimerite is promoted on 2 meters high.By that analogy, another joint body of the tower is placed on the triangle base, will be up and down two save Bolt Connection fastening after, utilize hand remove cucurbit up and down two joint bodies of the tower be promoted to simultaneously on 2 meters, joint body of the tower down according to said method is installed, require the tower height degree until reaching.
In the installation process of three turrets, when tower is promoted to certain altitude, should be at three supporting leg counterweight places, dispose three hands and remove the cucurbit stay cord 15 that fixes.Along with the lifting of tower, hand is removed the cucurbit fixed pulling rope and is slowly loosened, and the hoisting velocity that fixed pulling rope is put rope speed Ying Yuta is consistent, and makes fixed pulling rope keep certain pulling force, to guarantee the safety and stability of tower in lifting process.
After tower rises to needed height, will promote the fixed pulling rope tension, then that triangle body of the tower and triangle base is firm with Bolt Connection, the coxopodite body of the tower is with supporting clamp and supporting leg and promote the derrick fixation.Highl stratification according to tower is provided with fixed pulling rope, after fixed pulling rope installs, will protect the backguy hand to remove cucurbit and promote hand and remove the cucurbit dismounting.
The characteristics of interim three turrets of hand hoisting:
1, cost is low, and it is convenient to install, and 20 meters high towers is installed is only needed 4-5 hour.
2, because chassis master's supporting leg and triangle base adopt hinge-coupled, the placement of this tower is not subjected to the uneven restriction in bottom surface.
3, the interim triangle tower chassis of hand hoisting supporting leg is: 0.9*2.7 rice, secondary supporting leg is: 0.9*1-1.5 can regulate, and can regulate the chassis according to requirement for height and prop up leg length, therefore the floor space that can regulate tower.
4,, can not be used in earth anchor destruction bottom surface up and down, ground because backguy is fixed on hanging on the nose of counterweight hoop.
5, counterweight can be joined the concrete piece of Different Weight with the setting height(from bottom) of tower, to satisfy the stability of tower.
6, owing to adopt hand to remove the cucurbit hoisting way and utilize hand to remove cucurbit, can adjust hoisting velocity arbitrarily as fixed pulling rope, thus the steady safety when having guaranteed to install.
7, in the whole erection process, installation personnel all carries out fitting operation at two meters on the inner height scope of operation.
8, install the 3rd the joint after, can fix up an aerial wire at the epimerite place, antenna is along with the lifting of tower reaches desired height.
The above only is preferred embodiment of the present invention, is not structure of the present invention is done any pro forma restriction.Every foundation technical spirit of the present invention all still belongs in the scope of technical scheme of the present invention any simple modification, equivalent variations and modification that above embodiment did.
Claims (5)
1. segmental-body assembly type emergency communication tower, it is characterized in that: mainly by the chassis, the adjustable type triangle base, triangle body of the tower hoisting frame, the triangle saddle, segmented body of the tower and balancing weight constitute, described chassis is the Y font by three secondary counterweight body frames and triangle tower base and fixedlys connected and constitute the chassis, described three secondary counterweight body frame outboard ends are placed balancing weight, described triangle saddle underframe vertical with triangle base affixed be an integral body, the framework inside wall of described triangle body of the tower hoisting frame is provided with some the supports that are connected with adjustable type, the triangle body of the tower hoisting frame outside is by being connected with the counterweight body frame with its affixed support bar, be equipped with the triangle saddle that is slidingly matched with bearing in the triangle body of the tower hoisting frame inside casing, the framework of described triangle body of the tower hoisting frame is provided with body of the tower and imports and exports.
2. segmental-body assembly type emergency communication tower according to claim 1, it is characterized in that: each frame of described triangle base is provided with the engaging lug of band pin-and-hole, described counterweight body frame top margin frame is provided with contiguous block, and contiguous block and triangle base engaging lug are pegged graft, and by the pin pin joint.
3. segmental-body assembly type emergency communication tower according to claim 1 is characterized in that: described segmented body of the tower adopts manually or mechanical system segmentation from bottom to top promotes.
4. segmental-body assembly type emergency communication tower according to claim 1 is characterized in that: after described segmental-body is fixing, be fixed with the adjustable type fixed pulling rope on the segmental-body, the fixed pulling rope other end links to each other with triangle base and locks.
5. segmental-body assembly type emergency communication tower according to claim 1 is characterized in that: described support bar is connected by stud by the two joint support bars that have bidirectional helical.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010206640A CN101845912A (en) | 2010-06-23 | 2010-06-23 | Segmental-body assembly type emergency communication tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010206640A CN101845912A (en) | 2010-06-23 | 2010-06-23 | Segmental-body assembly type emergency communication tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101845912A true CN101845912A (en) | 2010-09-29 |
Family
ID=42770705
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201010206640A Pending CN101845912A (en) | 2010-06-23 | 2010-06-23 | Segmental-body assembly type emergency communication tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101845912A (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103573011A (en) * | 2013-11-06 | 2014-02-12 | 国家电网公司 | Device and method for constructing assembled crossing frame |
| CN104989165A (en) * | 2015-07-13 | 2015-10-21 | 国网山东阳谷县供电公司 | Emergency repair tower base for overhead transmission line |
| CN106368497A (en) * | 2016-10-26 | 2017-02-01 | 青岛智享专利技术开发有限公司 | Electric pole ball cage fixing device |
| CN107246177A (en) * | 2017-07-28 | 2017-10-13 | 北京无线电测量研究所 | A kind of fixation calibration tower of fast demountable |
| CN107587778A (en) * | 2017-08-31 | 2018-01-16 | 贵州电网有限责任公司 | A kind of assembling operation method of tower section |
| CN108104154A (en) * | 2017-12-12 | 2018-06-01 | 青岛天力多维生态有限公司 | A kind of general mounting seat |
| CN108386053A (en) * | 2018-01-16 | 2018-08-10 | 温州大学瓯江学院 | Anemometer tower |
| CN108386052A (en) * | 2018-01-16 | 2018-08-10 | 温州大学瓯江学院 | A kind of anemometer tower |
| CN109113412A (en) * | 2018-08-30 | 2019-01-01 | 长兴创智科技有限公司 | A kind of more piece cement electric pole automatic assembling installation method |
| CN110242093A (en) * | 2018-03-09 | 2019-09-17 | 苏馥仪 | Stacking-type power transmission tower and its construction method |
| CN111779344A (en) * | 2020-05-26 | 2020-10-16 | 中建科工集团有限公司 | Building structure lifting system and lifting method |
-
2010
- 2010-06-23 CN CN201010206640A patent/CN101845912A/en active Pending
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103573011B (en) * | 2013-11-06 | 2016-01-20 | 国家电网公司 | A kind ofly build the device and method organizing vertical crossing frame |
| CN103573011A (en) * | 2013-11-06 | 2014-02-12 | 国家电网公司 | Device and method for constructing assembled crossing frame |
| CN104989165A (en) * | 2015-07-13 | 2015-10-21 | 国网山东阳谷县供电公司 | Emergency repair tower base for overhead transmission line |
| CN106368497A (en) * | 2016-10-26 | 2017-02-01 | 青岛智享专利技术开发有限公司 | Electric pole ball cage fixing device |
| CN107246177A (en) * | 2017-07-28 | 2017-10-13 | 北京无线电测量研究所 | A kind of fixation calibration tower of fast demountable |
| CN107587778B (en) * | 2017-08-31 | 2019-07-12 | 贵州电网有限责任公司 | A kind of assembling operation method of tower section |
| CN107587778A (en) * | 2017-08-31 | 2018-01-16 | 贵州电网有限责任公司 | A kind of assembling operation method of tower section |
| CN108104154A (en) * | 2017-12-12 | 2018-06-01 | 青岛天力多维生态有限公司 | A kind of general mounting seat |
| CN108386052A (en) * | 2018-01-16 | 2018-08-10 | 温州大学瓯江学院 | A kind of anemometer tower |
| CN108386053A (en) * | 2018-01-16 | 2018-08-10 | 温州大学瓯江学院 | Anemometer tower |
| CN108386053B (en) * | 2018-01-16 | 2019-09-20 | 温州大学瓯江学院 | Anemometer tower |
| CN110242093A (en) * | 2018-03-09 | 2019-09-17 | 苏馥仪 | Stacking-type power transmission tower and its construction method |
| CN109113412A (en) * | 2018-08-30 | 2019-01-01 | 长兴创智科技有限公司 | A kind of more piece cement electric pole automatic assembling installation method |
| CN111779344A (en) * | 2020-05-26 | 2020-10-16 | 中建科工集团有限公司 | Building structure lifting system and lifting method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101845912A (en) | Segmental-body assembly type emergency communication tower | |
| CN102444086B (en) | Cable hanging system for inclined stay cable of bridge and cable hanging method for inclined stay cable of bridge | |
| CN201458596U (en) | Crane with self-dismounting device | |
| CN103321416B (en) | Construction method for prestress of cable-stayed grid structure | |
| CN201826581U (en) | Segmental-body assembly type emergency communication tower | |
| CN103669885A (en) | Segmental hoisting process of ultra-large-span steel truss | |
| CN202248941U (en) | Integral lifting, positioning and mounting device for large-scale steel members | |
| CN204024676U (en) | A kind of novel tunnel concrete steel form carrier | |
| CN101284628A (en) | Hoisting method for framework of large tonnage pressing machine | |
| CN102230313A (en) | Bridge thin-wall hollow-pier chain block hoisting operation platform and construction method thereof | |
| CN102251483A (en) | Construction method for hoisting concrete-filled steel tube lattice bridge pier through self-lifting attached crane | |
| CN102659043B (en) | Improved dismounting device for buttress rod of tower crane | |
| CN103266799A (en) | Mast and installation technology thereof | |
| CN104420656A (en) | Traction tension forming mounting method of spherical rib annular type cable dome structure | |
| CN204849595U (en) | Frame bridge crane landing leg suitable for set up precast beam under heavy grade circumstances | |
| CN105625732B (en) | Superelevation overhanging steel structure truss support free construction method | |
| CN204938800U (en) | Tower crane rood beam basis | |
| CN103206852A (en) | Installation method for rotary kiln for large-sized cement production line | |
| CN201972095U (en) | Chain block lifting platform for thin-walled hollow piers of bridges | |
| CN201635390U (en) | Automatic formwork supporting machine for high-rise building elevator shaft construction | |
| CN107795185A (en) | Chimney reinforces pylon high-altitude installation node security construction method | |
| CN101858165B (en) | Tower mast structural segmented sheathing and piercing drawout integral installation technology | |
| CN204980945U (en) | Supplementary tower crane dismounting device | |
| CN101865593B (en) | Method for installing device with air separating tower structure | |
| CN200996605Y (en) | Self-unloading binding overhead torch and its loading-unloading system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20100929 |