CN105155900B - Roof counterweighted communications tower - Google Patents
Roof counterweighted communications tower Download PDFInfo
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- CN105155900B CN105155900B CN201510501630.1A CN201510501630A CN105155900B CN 105155900 B CN105155900 B CN 105155900B CN 201510501630 A CN201510501630 A CN 201510501630A CN 105155900 B CN105155900 B CN 105155900B
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Abstract
The invention discloses a roof counterweighted communications tower and aims to provide a communications tower installable without damaging a roof waterproof layer, quick to install, firm to position, and convenient to mount and demount and dislocate. The tower comprises a tower main pole and a plurality of precast concrete counterweights; a pole-top flange is disposed at the top of the tower main pole; a steel pipe is disposed above the tower main pole; a pipe-bottom flange is disposed at the bottom of the steel pipe; the pole-top flange is abutted to the pipe-bottom flange; a main flange is disposed at the bottom of the tower main pole; the precast concrete counterweights are provided with bottom steel beams; the bottom steel beams are provided with fixed support bases; fixed support rods are disposed on the fixed support bases; the tower main pole is provided with a plurality of support clamps connected with corresponding support rods. The roof counterweighted communications tower has the advantages that the tower is self-erected on a roof through the counterweights so that damage to the roof waterproof layer caused by bolt structures is avoided; extension holes are provided to enable higher extensibility, and adding counterweights at corresponding positions is required only when new antennas are added.
Description
Technical field
The invention belongs to roofing communication pole tower technology field, more particularly to a kind of roofing counterweight communication shaft tower.
Background technology
Usually need to set communication shaft tower on roofing (roof), for supporting various equipment and antenna, the newly-increased communication in roof
Communication antenna bracket (communication shaft tower) is generally fixed on roof construction layer, Ci Zhongfang by shaft tower using attachment structures such as expansion bolts
Although formula can realize setting and the positioning of communication shaft tower, roof waterproof layer can be also destroyed, easily cause the unfavorable phenomenons such as house leak,
And this kind of mode dismounts inconvenience relatively, the position adjustment ability of the shaft tower that communicates is also weaker.
The content of the invention
The present invention is to overcome deficiency of the prior art, there is provided a kind of rational in infrastructure, does not destroy roof waterproof layer
Can be configured, install it is quick, position firm, dismounting and transposition easily roofing counterweight communication shaft tower.
To achieve these goals, the present invention uses following technical scheme：
A kind of roofing counterweight communication shaft tower, including at least one shaft tower mobile jib, some precast concrete balancing weights, it is described
Shaft tower mobile jib be provided with it is some climb nail, described shaft tower mobile jib top is provided with bar top flange, and described shaft tower mobile jib top is provided with
Steel pipe, described steel pipe bottom is provided with ttom of pipe flange, and described bar top flange is docked with ttom of pipe flange, described shaft tower mobile jib bottom
Portion is provided with a main flange, and described precast concrete balancing weight is provided with a corresponding bottom steel beam, described bottom steel beam and master
Flange is connected, and described bottom steel beam is provided with fixed branch support group, and described fixed branch support group is provided with fixed support bar, described
Shaft tower mobile jib is provided with some propclips being connected with shaft tower mobile jib, and described propclip is corresponded with fixed support bar, branch
Support folder is connected between corresponding support bar by carrying bolt.Shaft tower mobile jib, steel pipe are the communication main body of shaft tower, are having
When needing, lightning rod can also be set on steel pipe.Precast concrete balancing weight more easily can be arranged on roofing, without
Dismounting, positioning are quick and stable, and whenever necessary, transposition adjustment will not destroy the waterproof on roof completely also with respect to aspect
Rotating fields.Precast concrete balancing weight bottom can use cement mortar screeding, further improving stability whenever necessary, also may be used
Set up the precast concrete balancing weight of certain amount.
Preferably, described main flange is provided with some stiffeners, described stiffener plate face vertically, each stiffener with
Uniform annular spread centered on main flange axis.Stiffener can effectively lift the intensity of main flange, improve shaft tower mobile jib
Stability, ensures service life.
Preferably, fixed by least one bottom girder bolt connection between described bottom steel beam and main flange, it is described
Bottom steel beam is provided with some bottom girder holes, and described main flange is provided with some flanges and connects hole, described bottom girder bolt and bottom girder hole
Correspond, described bottom girder bolt connects hole one-to-one corresponding with flange, and bottom girder bolt passes through corresponding bottom girder hole, and bottom girder bolt is worn
Cross corresponding flange and connect hole, bottom girder bolt is provided with the bottom girder nut being connected with bottom girder bolt thread, is set on described main flange
There are some extending bores, the bore of extending bore is consistent with the bore that flange connects hole, the axis that the axis of extending bore connects hole with flange is put down
OK.By bottom girder bolt connection between bottom steel beam and main flange, and the bore that main flange is additionally provided with bore with flange connects hole is consistent
Extending bore, it is meant that can be extended.When needing to increase shaft tower mobile jib number, it is only necessary to will match somebody with somebody with newly-increased shaft tower mobile jib
One foundation girder steel of set is directly connected on former main flange by extending bore, consequently, it is possible to it is shared equivalent to structure, and can
To constitute the entirety of association, and by that analogy, as long as having demand and roofing area abundance, you can constantly set up new shaft tower master
Bar.
Preferably, described precast concrete balancing weight is provided with some stay bolts, a precast concrete balancing weight
On stay bolt pass through bottom steel beam corresponding with the precast concrete balancing weight.By stay bolt by precast concrete balancing weight with
Corresponding bottom steel beam is connected together, and it is convenient to dismount, and maintenance and replacing are facilitated.
Preferably, also including some weight linear meters, described weight linear meter one end connects wherein one fixed support bar, counterweight
The bar other end connects another fixed support bar, is connected by U bolt between weight linear meter and fixed support bar.Weight linear meter
Connection effect can be strengthened, there is provided extra support, and can as the support location structure of equipment, antenna, communication unit etc.,
Increase load capacity.Especially when shaft tower mobile jib number is many, the connection strong degree between entirety can be strengthened, greatly carried
Rising can carry antenna amount and bearing capacity.
Preferably, also including that a triggering cylinder body, one pull back protection cylinder, a foundation girder steel is provided with fixed station, described
Triggering cylinder body is affixed with fixed station, and the roof for triggering cylinder body is provided with hole of reeving, and described shaft tower mobile jib is provided with triggering rope, institute
The triggering piston being slidably connected with triggering cylinder body is provided with the triggering cylinder body stated, glide direction is above-below direction, described triggering
Suo Yiduan connects shaft tower mobile jib, and other end connection triggering piston, triggering rope is reeved hole, and triggering piston is in and triggers in cylinder body
Bottom, is provided with least one limit spring, the roof of limit spring upper end connection triggering cylinder body, under limit spring in triggering cylinder body
Side pressure lives to trigger the top surface of piston, and described triggering piston is provided with top end, is provided with described triggering cylinder body and detonation ECU
The pressure sensor of connection, the pressure sensitive portion of described pressure sensor is in the surface of top end, the described guarantor that pulls back
Shield cylinder includes protection cylinder body, the protection piston that can be slided in protection cylinder body, and protection piston is provided with protection piston rod, and protection is lived
The inner connection protection piston of stopper rod, described shaft tower mobile jib is provided with protection rope, and protection Suo Yiduan connection shaft tower mobile jibs protect rope
Other end connection protection piston rod, described protection piston will protect cylinder interior to be separated into blast chamber, protection chamber, protect piston
Bar is stretched into protection chamber, plays the interior gas generator for being provided with blast chamber and being connected with detonation ECU.In external force collision or older mistake
Repair, under the influence of the external factor such as typhoon weather, shaft tower mobile jib is possible to that loosening fracture occurs, then topples over, if shaft tower master
Bar is toppled over (towards outside roofing) laterally, people's event of easily causing injury, dangerous higher, so just in case shaft tower mobile jib is toppled over, it is desirable to its
Inner side no man's land (roofing) can be swung to.In this programme, when the fracture of shaft tower mobile jib is toppled over, if shaft tower mobile jib is to inner side
(roofing) falls down, then protect the non-stress tensioning of rope, triggering Suo Jun, and other actions do not occur.When the fracture of shaft tower mobile jib is toppled over, if
Outwards (towards outside roofing) falls down shaft tower mobile jib, then trigger Suo Shouxian and be tightened up, by shaft tower mobile jib falls down triggered pulling force
It is very big, so drive triggering Suo great Li to pull moved on triggering piston, while limit spring is significantly shunk, the upper top on triggering piston
Signal is transmitted to detonation ECU, gas hair in detonation ECU controls by the pressure sensitive portion of crown pressure pressure sensor, pressure sensor
Raw device ignition and detonation, a large amount of gases are produced rising in blast chamber, detonation cavity volume becomes big, are promoted and are moved outside protection piston rod, are driven and are protected
Guard wire is tensioned rapidly and pulls shaft tower mobile jib to be moved towards the direction opposite with toppling direction, shaft tower mobile jib is shifted to roofing, from
And play a part of safeguard protection.Interior gas generator principle herein is former with the gas generator of air bag on general-utility car
Reason is identical.
Preferably, described protection piston rod is connected by connecting rod, pull bar with protection rope, described connecting rod is vertical, institute
The pull bar level stated, protection piston rod outer end is in outside protection cylinder body, and described connecting rod lower end is connected with protection piston rod outer end,
Described small end is connected with pull bar one end, pull bar other end connection protection rope.Protection rope is connected to by connecting rod, pull bar,
Lift structure adaptability.
Preferably, also including a vertical rod, on fixed station, described vertical rod is provided with guiding for described vertical rod
Ring, described protection rope passes through guide ring.Protection Suo Jinhang is oriented to using guide ring, the stabilization in lifting protection drawing process
Property, and can be spacing to protect Suo Jinhang certain.
Preferably, described shaft tower mobile jib is provided with some outer gas generators being connected with detonation ECU, described is outer
The gas release direction of gas generator is opposite to the pull direction of shaft tower mobile jib with protection rope.When shaft tower mobile jib outer dip angle reaches
After to a certain extent, except using protecting Suo Ladong shaft towers mobile jib to carry out, the protection of anti-flare is outer, the ECU that detonates can also control outer gas
Generator detonates jet, is recoiled using jet and causes shaft tower mobile jib towards moving in roofing, it is to avoid shaft tower mobile jib pours out, falls
Lower roofing.
The beneficial effects of the invention are as follows：Realize that communication shaft tower is supported oneself in roofing by precast concrete balancing weight, it is to avoid spiral shell
Destruction of the stud structure to roof waterproof layer；Scalability is improved by setting reserved extending bore, when newly-increased antenna or equipment
Only need to increase balancing weight in relevant position.When needing increase antenna amount more, existing communication shaft tower can be entered
Row combination, and increase load space and load-bearing capacity using weight linear meter, carry antenna amount can be increased considerably by extension.
Brief description of the drawings
Fig. 1 is structural representation of the invention；
Fig. 2 is bar top of the present invention flange, the structural representation of ttom of pipe flange；
Fig. 3 is the partial enlarged drawing of Fig. 1；
Fig. 4 is the structural representation when present invention does not install shaft tower mobile jib；
Fig. 5 is the structural representation of main flange of the invention；
Fig. 6 is a kind of structural representation that the present invention is set up after some shaft tower mobile jibs；
Fig. 7 is the structural representation of the embodiment of the present invention 2；
Fig. 8 is the partial enlarged drawing of Fig. 7；
Fig. 9 is that the structural representation at cylinder body is triggered in the embodiment of the present invention 2；
Figure 10 is the structural representation pulled back in the embodiment of the present invention 2 at protection cylinder.
In figure：Shaft tower mobile jib 1, precast concrete balancing weight 2, climb nail 3, bar top flange 4, steel pipe 5, ttom of pipe flange 6, main method
Blue 7, bottom steel beam 8, fixed branch support group 9, fixed support bar 10, lightning rod 11, stiffener 12, bottom girder bolt 13, extending bore 14, length
Bolt 15, weight linear meter 16, propclip 17, triggering cylinder body 18, pull back protection cylinder 19, fixed station 20, hole 21 of reeving, triggering rope 22,
Triggering piston 23, limit spring 24, top end 25, pressure sensor 26, protection cylinder body 27, protection piston 28, protection piston rod
29th, protection rope 30, play blast chamber 31, protection chamber 32, interior gas generator 33, connecting rod 34, pull bar 35, vertical rod 36, guide ring 37, outer
Gas generator 38.
Specific embodiment
The present invention will be further described with reference to the accompanying drawings and detailed description.
Embodiment 1：In embodiment as shown in Figures 1 to 5, a kind of roofing counterweight communication shaft tower, including at least one bar
Tower mobile jib 1, some precast concrete balancing weights 2, described shaft tower mobile jib is provided with some climbs nail 3, described shaft tower mobile jib top
Portion is provided with bar top flange 4, and described shaft tower mobile jib top is provided with steel pipe 5, and described steel pipe bottom is provided with ttom of pipe flange 6, described
Bar top flange docked with ttom of pipe flange, described shaft tower mobile jib bottom is provided with a main flange 7, described precast concrete counterweight
Block is provided with a corresponding bottom steel beam 8, and described bottom steel beam is connected with main flange, and described bottom steel beam is provided with fixed support
Base 9, described fixed branch support group is provided with fixed support bar 10, and described shaft tower mobile jib is provided with and some is connected with shaft tower mobile jib
Propclip 17, described propclip is corresponded with fixed support bar, by support between propclip and corresponding support bar
Bolt connection is fixed.Shaft tower mobile jib, steel pipe are the communication main body of shaft tower, whenever necessary, lightning rod can also be set on steel pipe
11.Precast concrete balancing weight more easily can be arranged on roofing, quick and stable without dismounting, positioning, needed having
When wanting, transposition adjustment will not destroy the waterproof layer structure on roof completely also with respect to aspect.Precast concrete balancing weight bottom
Cement mortar screeding, further improving stability can be used whenever necessary, can also set up the precast concrete counterweight of certain amount
Block.
Described main flange is provided with some stiffeners 12, and vertically, each stiffener is with main flange for described stiffener plate face
Uniform annular spread centered on axis.Stiffener can effectively lift the intensity of main flange, improve the stability of shaft tower mobile jib,
Ensure service life.
It is connected by least one bottom girder bolt 13 between described bottom steel beam and main flange, on described bottom steel beam
Some bottom girder holes are provided with, described main flange is provided with some flanges and connects hole, and described bottom girder bolt is corresponded with bottom girder hole,
Described bottom girder bolt connects hole one-to-one corresponding with flange, and bottom girder bolt passes through corresponding bottom girder hole, and bottom girder bolt passes through corresponding
Flange connects hole, and bottom girder bolt is provided with the bottom girder nut being connected with bottom girder bolt thread, and described main flange is provided with some expansions
Exhibition hole 14, the bore of extending bore is consistent with the bore that flange connects hole, and axis and the flange of extending bore connect the diameter parallel in hole.Bottom steel
By bottom girder bolt connection between beam and main flange, and the extension that main flange is additionally provided with bore with flange connects hole bore is consistent
Hole, it is meant that can be extended.When needing to increase shaft tower mobile jib number, it is only necessary to by supporting with newly-increased shaft tower mobile jib one
Foundation girder steel is directly connected on former main flange by extending bore, consequently, it is possible to it is shared equivalent to structure, and may be constructed
The entirety of association, and by that analogy, as long as having demand and roofing area abundance, you can constantly set up new shaft tower mobile jib, Fig. 6 is
It is a kind of structural representation of many shaft tower mobile jib forms of the present invention.
Described precast concrete balancing weight is provided with some stay bolts 15, the spiral shell long on a precast concrete balancing weight
Bolt passes through bottom steel beam corresponding with the precast concrete balancing weight.By stay bolt by precast concrete balancing weight and corresponding bottom
Girder steel is connected together, and it is convenient to dismount, and maintenance and replacing are facilitated.
Also include some weight linear meters 16, described weight linear meter one end connects wherein one fixed support bar, and weight linear meter is another
Another fixed support bar of end connection, is connected between weight linear meter and fixed support bar by U bolt.Weight linear meter can be strong
Change connection effect, there is provided extra support, and can increase negative as the support location structure of equipment, antenna, communication unit etc.
Loading capability.Especially when shaft tower mobile jib number is many, the connection strong degree between entirety can be strengthened, significant increase can be hung
Carry antenna amount and bearing capacity.
Embodiment 2：With implementation method with embodiment 1, its difference is that such as Fig. 7 is extremely to the basic structure of the present embodiment
Shown in Figure 10, also pulled back including a triggering cylinder body 18, and protect cylinder 19, a foundation girder steel is provided with fixed station 20, described
Triggering cylinder body is affixed with fixed station, and the roof for triggering cylinder body is provided with hole 21 of reeving, and described shaft tower mobile jib is provided with triggering rope
22, the triggering piston 23 being slidably connected with triggering cylinder body is provided with described triggering cylinder body, glide direction is above-below direction, described
Triggering Suo Yiduan connection shaft tower mobile jibs, other end connection triggering piston, triggering rope reeves hole, triggers piston and be in triggering
Cylinder body inner bottom part, is provided with least one limit spring 24, the roof of limit spring upper end connection triggering cylinder body, limit in triggering cylinder body
Position lower spring end pushes down the top surface of triggering piston, and described triggering piston is provided with top end 25, is set in described triggering cylinder body
There is the pressure sensor 26 being connected with detonation ECU, the pressure sensitive portion of described pressure sensor is in the surface of top end,
The protection piston 28 that described protection cylinder of pulling back includes protection cylinder body 27, can be slided in protection cylinder body, protection piston is provided with
Protection piston rod 29, the inner connection protection piston of protection piston rod, described shaft tower mobile jib is provided with protection rope 30, protects rope one
End connection shaft tower mobile jib, protection rope other end connection protection piston rod, described protection piston will protect cylinder interior to be separated into
Blast chamber 31, protection chamber 32 are played, protection piston rod is stretched into protection chamber, the interior gas being connected with detonation ECU is provided with a blast chamber and is sent out
Raw device 33.Under the influence of the external factor such as external force collision or long neglected and in disrepair, typhoon weather, shaft tower mobile jib is possible to occur
Fracture is loosened, is then toppled over, if shaft tower mobile jib is toppled over (towards outside roofing) laterally, people's event of easily causing injury, dangerous higher, institute
Toppled over contingency shaft tower mobile jib, it is desirable to which it can swing to inner side no man's land (roofing).In this programme, when the fracture of shaft tower mobile jib
When toppling over, if shaft tower mobile jib falls down to inner side (roofing), there are no other actions in the non-stress tensioning of protection rope, triggering Suo Jun.
When the fracture of shaft tower mobile jib is toppled over, if outwards (towards outside roofing) falls down shaft tower mobile jib, triggering Suo Shouxian is tightened up, due to bar
Tower mobile jib the triggered pulling force that falls down is very big, so drive triggering Suo great Li to pull moved on triggering piston, while limit spring is big
Width is shunk, and signal is transmitted to detonation by the pressure sensitive portion of the top end top pressure pressure sensor on triggering piston, pressure sensor
ECU, gas generator ignition and detonation in detonation ECU controls, a large amount of gases are produced rising in blast chamber, detonation cavity volume becomes big, pushes away
Moved outside dynamic protection piston rod, drive protection rope is rapid to be tensioned and pull shaft tower mobile jib to be moved towards the direction opposite with toppling direction
It is dynamic, shaft tower mobile jib is shifted to roofing, so as to play a part of safeguard protection.Interior gas generator principle herein and general-utility car
The gas generator principle of upper air bag is identical.
Described protection piston rod is connected by connecting rod 34, pull bar 35 with protection rope, vertical, the described drawing of described connecting rod
Bar level, protection piston rod outer end is in outside protection cylinder body, and described connecting rod lower end is connected with protection piston rod outer end, described
Small end is connected with pull bar one end, pull bar other end connection protection rope.Protection rope, lifting knot are connected to by connecting rod, pull bar
Structure adaptability.
Also include a vertical rod 36, described vertical rod is on fixed station, and described vertical rod is provided with guide ring 37, described
Protection rope pass through guide ring.Protection Suo Jinhang is oriented to using guide ring, the stability in lifting protection drawing process, and
Can be spacing to protect Suo Jinhang certain.
Described shaft tower mobile jib is provided with some outer gas generators 38 being connected with detonation ECU, described outer gas hair
The gas release direction of raw device is opposite to the pull direction of shaft tower mobile jib with protection rope.When shaft tower mobile jib outer dip angle reaches necessarily
After degree, except using protecting Suo Ladong shaft towers mobile jib to carry out, the protection of anti-flare is outer, the ECU that detonates can also control outer gas generator
Detonation jet, is recoiled using jet and causes shaft tower mobile jib towards moving in roofing, it is to avoid shaft tower mobile jib is poured out, falls room
Face.
Claims (8)
1. a kind of roofing counterweight communication shaft tower, it is characterized in that, including at least one shaft tower mobile jib, some precast concrete counterweights
Block, a triggering cylinder body and one pull back protection cylinder, described shaft tower mobile jib be provided with it is some climb nail, set at the top of described shaft tower mobile jib
There is bar top flange, described shaft tower mobile jib top is provided with steel pipe, and described steel pipe bottom is provided with ttom of pipe flange, described bar top method
Orchid is docked with ttom of pipe flange, and described shaft tower mobile jib bottom is provided with a main flange, and described precast concrete balancing weight is provided with
A piece corresponding bottom steel beam, described bottom steel beam is connected with main flange, and described bottom steel beam is provided with fixed branch support group, described
Fixed branch support group is provided with fixed support bar, and described shaft tower mobile jib is provided with some propclips being connected with shaft tower mobile jib, institute
The propclip stated is corresponded with fixed support bar, is connected by carrying bolt between propclip and corresponding support bar,
One foundation girder steel is provided with fixed station, and described triggering cylinder body is affixed with fixed station, and the roof for triggering cylinder body is provided with hole of reeving,
Described shaft tower mobile jib is provided with triggering rope, and the triggering piston being slidably connected with triggering cylinder body is provided with described triggering cylinder body,
Glide direction is above-below direction, and described triggering Suo Yiduan connection shaft tower mobile jibs, other end connection triggering piston, triggering rope is passed through
Reeve hole, triggering piston is in triggering cylinder body inner bottom part, and at least one limit spring, limit spring upper end are provided with triggering cylinder body
The top surface of triggering piston is pushed down in the roof of connection triggering cylinder body, limit spring lower end, and described triggering piston is provided with top end,
Be provided with described triggering cylinder body with the detonation pressure sensors that are connected of ECU, at the pressure sensitive portion of described pressure sensor
In the protection piston that the surface of top end, described protection cylinder of pulling back include protection cylinder body, can be slided in protection cylinder body, protect
Shield piston is provided with protection piston rod, and the inner connection protection piston of protection piston rod, described shaft tower mobile jib is provided with protection rope,
Protection Suo Yiduan connection shaft tower mobile jibs, protection rope other end connection protection piston rod, described protection piston will be protected in cylinder body
Part has been divided into blast chamber, protection chamber, and protection piston rod is stretched into protection chamber, plays the interior gas for being provided with blast chamber and being connected with detonation ECU
Body generator.
2. a kind of roofing counterweight communication shaft tower according to claim 1, it is characterized in that, described main flange is provided with some
Stiffener, described stiffener plate face is vertical, each stiffener uniform annular spread centered on main flange axis.
3. a kind of roofing counterweight communication shaft tower according to claim 1, it is characterized in that, described bottom steel beam and main flange it
Between fixed by least one bottom girder bolt connection, described bottom steel beam is provided with some bottom girder holes, is set on described main flange
There are some flanges to connect hole, described bottom girder bolt is corresponded with bottom girder hole, and described bottom girder bolt connects hole 1 a pair with flange
Should, bottom girder bolt passes through corresponding bottom girder hole, and bottom girder bolt connects hole through corresponding flange, and bottom girder bolt is provided with and bottom girder spiral shell
The bottom girder nut of bolt threaded connection, described main flange is provided with some extending bores, and bore and the flange of extending bore connect the mouth in hole
Footpath is consistent, and axis and the flange of extending bore connect the diameter parallel in hole.
4. according to claim 1 or 2 or 3 a kind of roofing counterweight communication shaft tower, it is characterized in that, described precast concrete
Balancing weight is provided with some stay bolts, and the stay bolt on a precast concrete balancing weight is passed through and the precast concrete balancing weight
Corresponding bottom steel beam.
5. according to claim 1 or 2 or 3 a kind of roofing counterweight communication shaft tower, it is characterized in that, also including some counterweights
Bar, described weight linear meter one end connects wherein one fixed support bar, and the weight linear meter other end connects another fixed support bar, matches somebody with somebody
It is connected by U bolt between weight bar and fixed support bar.
6. a kind of roofing counterweight communication shaft tower according to claim 1, it is characterized in that, described protection piston rod is by connecting
Bar, pull bar are connected with protection rope, and vertically, described pull bar level, protection piston rod outer end is in protection cylinder body to described connecting rod
Outward, described connecting rod lower end is connected with protection piston rod outer end, and described small end is connected with pull bar one end, the pull bar other end
Connection protection rope.
7. a kind of roofing counterweight communication shaft tower according to claim 1, it is characterized in that, also including a vertical rod, described is vertical
On fixed station, described vertical rod is provided with guide ring to bar, and described protection rope passes through guide ring.
8. according to claim 1 or 6 or 7 a kind of roofing counterweight communication shaft tower, it is characterized in that, on described shaft tower mobile jib
It is provided with the gas release direction of some with the detonation outer gas generators that be connecteds of ECU, described outer gas generators and protects rope
Pull direction to shaft tower mobile jib is opposite.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510501630.1A CN105155900B (en) | 2015-08-14 | 2015-08-14 | Roof counterweighted communications tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510501630.1A CN105155900B (en) | 2015-08-14 | 2015-08-14 | Roof counterweighted communications tower |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105155900A CN105155900A (en) | 2015-12-16 |
| CN105155900B true CN105155900B (en) | 2017-05-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510501630.1A Active CN105155900B (en) | 2015-08-14 | 2015-08-14 | Roof counterweighted communications tower |
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| CN (1) | CN105155900B (en) |
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| CN106337597A (en) * | 2016-09-09 | 2017-01-18 | 桐乡市鑫朗智能科技有限公司 | Power supporting tower |
| CN106320788A (en) * | 2016-09-09 | 2017-01-11 | 桐乡市鑫朗智能科技有限公司 | Power tower |
| CN106401264A (en) * | 2016-09-09 | 2017-02-15 | 桐乡市鑫朗智能科技有限公司 | Auxiliary supporting and protecting device |
| CN106939723B (en) * | 2017-05-05 | 2019-04-19 | 桐乡市鑫朗智能科技有限公司 | A kind of roof communication rod structure of overturning-preventing |
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| CN109469396B (en) * | 2018-04-11 | 2020-05-12 | 金华电力设计院有限公司 | Reinforced connecting structure for beam column of power transformation framework |
| CN109339546B (en) * | 2018-09-29 | 2020-10-20 | 扬州杭集工业园经济发展有限公司 | Communication base station capable of being assembled quickly |
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| CN111042620A (en) * | 2019-12-24 | 2020-04-21 | 林子楷 | Connecting structure of multiple rod pieces and traffic rod piece |
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| FR2825516B1 (en) * | 2001-06-05 | 2005-04-22 | Frenehard & Michaux Sa | DEVICE FORMING VERTICAL MATERIAL FOR SUPPORTING AT LEAST ONE RADIOELECTRIC WAVE TRANSMISSION ANTENNA |
| KR20090025776A (en) * | 2007-09-07 | 2009-03-11 | 성우전자(주) | Steel pole tower for mobile communication and method for construction thereof |
| CN202111872U (en) * | 2011-06-24 | 2012-01-11 | 张平 | Self-counterbalance overturning-resistant roof beautified antenna base station |
| CN203742233U (en) * | 2013-12-31 | 2014-07-30 | 湖北中江建筑设计院新疆分院 | Nondestructive roof communication tower |
| CN204152284U (en) * | 2014-07-25 | 2015-02-11 | 衡水华通塔业有限公司 | A kind of not damaged formula roofing communication tower |
| CN204098597U (en) * | 2014-10-15 | 2015-01-14 | 福建省邮电规划设计院有限公司 | A kind of vertical rod base |
| CN204960456U (en) * | 2015-08-14 | 2016-01-13 | 华信咨询设计研究院有限公司 | Roofing counter weight communication tower structure |
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