CN205173885U - Install in iron tower scissor holder's ptz support - Google Patents
Install in iron tower scissor holder's ptz support Download PDFInfo
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- CN205173885U CN205173885U CN201520924487.2U CN201520924487U CN205173885U CN 205173885 U CN205173885 U CN 205173885U CN 201520924487 U CN201520924487 U CN 201520924487U CN 205173885 U CN205173885 U CN 205173885U
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- shear shank
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Abstract
The utility model provides an install in iron tower scissor holder's ptz support, iron tower scissor holder comprises the scissor holder angle steel, and ptz support includes: a base plate for placing the cloud platform for bear the base plate the cross arm, be used for the first mounting of fixed cross arm, be used for supporting the pole setting of cross arm, be used for supporting the bearing diagonal frame of base plate and the second mounting of fixed pole setting and bearing diagonal frame. The scissor holder angle steel of iron tower scissor holder both sides is fixed in at the both ends of cross arm through two first mountings on, the bottom surface fixed connection of cross arm and base plate. The cross section at iron tower scissor holder, the second end and the cross arm fixed connection of pole setting are fixed with the first end of pole setting to the second mounting. The cross section at iron tower scissor holder, the second end and the base plate fixed connection of bearing diagonal frame are still fixed with the first end of bearing diagonal frame to the second mounting. The problem of the sino -Canada strong component of prior art frame structural rigidity can result in the support heavy, the technique of the transportation of not being convenient for is solved.
Description
Technical field
The utility model relates to system on-line monitoring technique field, in particular to a kind of The Cloud Terrace support being installed on steel tower shear shank.
Background technique
At present, the on-line monitoring equipment of circuit all utilizes the angle steel of existing steel tower to install.Traditional mounting type to be installed on steel tower on horizontally disposed angle steel.This mounting type is often limited by the structure of steel tower, is sometimes even difficult to find the position being applicable to installing; Meanwhile, in order to avoid institute's erection unit is interferenceed with steel tower, equipment center of gravity during installation is overhung at outside steel tower mostly, and the installation rigidity of whole parts and wind resistance ability of shaking is very weak thus.In order to strengthen installing rigidity, the structural design of support being carried out strengthen and making support heavy, very unfavorable to transporting, installing.How providing a kind of highly versatile, good rigidly and lightweight mounting bracket, is the anxious technical issues that need to address to those skilled in the art.
Model utility content
In order to overcome above shortcomings in prior art, technical problem to be solved in the utility model is to provide a kind of highly versatile, good rigidly, lightweight mounting bracket.
The utility model provides a kind of The Cloud Terrace support being installed on steel tower shear shank, described steel tower shear shank is made up of shear shank angle steel, described The Cloud Terrace support comprises: for placing the substrate of The Cloud Terrace, for carrying the cross-arm of described substrate, the first fixed block for fixing described cross-arm, for supporting the vertical rod of described cross-arm, the second fixed block for the bearing diagonal frame and fixing described vertical rod and described bearing diagonal frame that support described substrate.The two ends of described cross-arm are fixed on the described shear shank angle steel of described steel tower shear shank both sides by two described first fixed blocks, and described cross-arm is fixedly connected with the bottom surface of described substrate.Described vertical rod first end is fixed on described steel tower shear shank infall by described second fixed block, and the second end of described vertical rod is fixedly connected with described cross-arm.The first end of described bearing diagonal frame is also fixed on described steel tower shear shank infall by described second fixed block, and the second end of described bearing diagonal frame is fixedly connected with described substrate.
Further, described in the above-mentioned The Cloud Terrace support being installed on steel tower shear shank, the angle of steel tower shear shank infall is 90 ~ 150 °.The angle of most steel tower shear shank infall all at 90 ~ 150 °, described in be installed on steel tower shear shank The Cloud Terrace support be applicable to most of existing an iron rake with three to six teeth, just have very strong versatility.
Further, described in the above-mentioned The Cloud Terrace support being installed on steel tower shear shank, shear shank angle cross section is L shape, and described first fixed block comprises: inner splint, external splint, bolt and nut.The shape of described inner splint and described external splint is L shape, and the L shape two arms of described inner splint and described external splint is provided with multiple screw.Described inner splint and described external splint are set on the interior outer side surface of described shear shank angle steel respectively, and described bolt passes the screw in the L shape two-arm of described inner splint and described external splint.Described inner splint and described external splint is fixedly made to be fixed on described shear shank angle steel by described nut.The L shape two-arm of described inner splint and described external splint arranges multiple screw, selected suitable screw can be selected to be fixed according to the size of the required shear shank angle steel be fixed to.Meanwhile, by bolts and nuts, described inner splint and described external splint are fixed to described shear shank angle steel, the relatively described shear shank angle steel of described first fixed block can also be slided by unscrewing described nut, and then adjust the position of described first fixed block.
Further, described in the above-mentioned The Cloud Terrace support being installed on steel tower shear shank, the first fixed block also comprises: cross-arm fixing bolt, described cross-arm fixing bolt is arranged at described external splint L shape corner location place, described cross-arm two ends are provided with screw, and described first fixed block is fixedly connected with described cross-arm by the screw of described cross-arm fixing bolt with described cross-arm two ends.
Further, described in the above-mentioned The Cloud Terrace support being installed on steel tower shear shank, the second fixed block comprises: pull bar, pull-rod nut and two jigs.Described jig comprises a jig screw, an engagement portion and a jig through hole, described two jigs are arranged on the described shear shank angle steel of described steel tower shear shank infall both sides respectively by described engagement portion, through described jig screw, described jig are fixed on described shear shank angle steel by bolt.The jig through hole of described two jigs on the same line, the first end that described vertical rod and described second fixing frame are fixed is provided with a through hole, described vertical rod is arranged between described two jigs, make described pull bar through the jig through hole of described two jigs and the through hole of described vertical rod, by arranging described pull-rod nut at described pull bar two ends, described vertical rod is fixed on described steel tower shear shank infall.
Further, described in the above-mentioned The Cloud Terrace support being installed on steel tower shear shank, vertical rod is vertical with described cross-arm.Arranging vertical with described cross-arm for described vertical rod, can be that the gravitational energy that cross-arm bears is transferred on steel tower, is connected the structural strength that can strengthen cross-arm in the middle part of cross-arm with vertical rod simultaneously.
Further, the second end that described in the above-mentioned The Cloud Terrace support being installed on steel tower shear shank, vertical rod is fixedly connected with described cross-arm is provided with through hole, described cross-arm corresponding position is also provided with through hole, with the through hole of described cross-arm, described vertical rod is fixedly connected with described cross-arm vertical rod fixing bolt through described vertical rod.
Further, described in the above-mentioned The Cloud Terrace support being installed on steel tower shear shank, the two ends of vertical rod are provided with multiple through hole, by the height of vertical rod described in the position regulation of selecting fixed via.
Further, bearing diagonal frame first end described in the above-mentioned The Cloud Terrace support being installed on steel tower shear shank is provided with screw, described bearing diagonal frame, through the screw on described bearing diagonal frame first end, is fixed on described steel tower shear shank infall by nut by described pull bar.
Further, the second end of bearing diagonal frame described in the above-mentioned The Cloud Terrace support being installed on steel tower shear shank is fixed with described substrate by welding or bolt connection.
Hinge structure, the utility model provides a kind of The Cloud Terrace support being installed on steel tower shear shank, described steel tower shear shank is made up of shear shank angle steel, described The Cloud Terrace support comprises: for placing the substrate of The Cloud Terrace, for carrying the cross-arm of described substrate, the first fixed block for fixing described cross-arm, for supporting the vertical rod of described cross-arm, the second fixed block for the bearing diagonal frame and fixing described vertical rod and described bearing diagonal frame that support described substrate.The two ends of described cross-arm are fixed on the described shear shank angle steel of described steel tower shear shank both sides by two described first fixed blocks, and described cross-arm is fixedly connected with the bottom surface of described substrate.Described vertical rod first end is fixed on described steel tower shear shank infall by described second fixed block, and the second end of described vertical rod is fixedly connected with described cross-arm.The first end of described bearing diagonal frame is also fixed on described steel tower shear shank infall by described second fixed block, and the second end of described bearing diagonal frame is fixedly connected with described substrate.Above-mentioned The Cloud Terrace support, tool highly versatile, good rigidly and lightweight advantage, efficiently solve reinforcing bracket structural rigidity in prior art and support can be caused heavy, be not easy to the technical problem of transporting.
Accompanying drawing explanation
In order to clearer explanation the utility model embodiment or technological scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the front view being installed on the The Cloud Terrace support of steel tower shear shank that the utility model specific embodiment provides;
Fig. 2 is the side view being installed on the The Cloud Terrace support of steel tower shear shank that the utility model specific embodiment provides;
Fig. 3 is the structural representation of the first fixed block that the utility model specific embodiment provides;
Fig. 4 is the structural representation of the jig that the utility model specific embodiment provides;
Fig. 5 is the using state figure of jig shown in Fig. 4;
Fig. 6 is the structural representation of the vertical rod that the utility model specific embodiment provides;
Fig. 7 is the structural representation of the weighing apparatus load that the utility model specific embodiment provides.
Wherein, reference character gathers as follows:
Shear shank angle steel 110; Substrate 120; The Cloud Terrace 130; Cross-arm 140; First fixed block 150; External splint 152; Inner splint 154; Cross-arm fixing bolt 158; Vertical rod 160; Bearing diagonal frame 170; Second fixed block 180; Jig 182; Jig screw 1822; Engagement portion 1824; Jig through hole 1826; Pull bar 184; Fixing small screw 190; Monitoring device 200.
Embodiment
How providing a kind of highly versatile, good rigidly and lightweight mounting bracket, is the anxious technical issues that need to address to those skilled in the art.
The utility model provides a kind of The Cloud Terrace support being installed on steel tower shear shank, described steel tower shear shank is made up of shear shank angle steel, described The Cloud Terrace support comprises: for placing the substrate of The Cloud Terrace, for carrying the cross-arm of described substrate, the first fixed block for fixing described cross-arm, for supporting the vertical rod of described cross-arm, the second fixed block for the bearing diagonal frame and fixing described vertical rod and described bearing diagonal frame that support described substrate.The two ends of described cross-arm are fixed on the described shear shank angle steel of described steel tower shear shank both sides by two described first fixed blocks, and described cross-arm is fixedly connected with the bottom surface of described substrate.Described vertical rod first end is fixed on described steel tower shear shank infall by described second fixed block, and the second end of described vertical rod is fixedly connected with described cross-arm.The first end of described bearing diagonal frame is also fixed on described steel tower shear shank infall by described second fixed block, and the second end of described bearing diagonal frame is fixedly connected with described substrate.Above-mentioned The Cloud Terrace support, tool highly versatile, good rigidly and lightweight advantage, efficiently solve reinforcing bracket structural rigidity in prior art and support can be caused heavy, be not easy to the technical problem of transporting.
Also by reference to the accompanying drawings the utility model is described in further detail below by specific embodiment.
With reference to Fig. 1 and Fig. 2, the utility model specific embodiment provides a kind of The Cloud Terrace support being installed on steel tower shear shank, described steel tower shear shank is made up of shear shank angle steel 110, described The Cloud Terrace support comprises: for placing the substrate 120 of The Cloud Terrace 130, for carrying the cross-arm 140 of described substrate 120, the first fixed block 150 for fixing described cross-arm 140, for support described cross-arm 140 vertical rod 160, for supporting the second fixed block 180 of the bearing diagonal frame 170 of described substrate 120 and fixing described vertical rod 160 and described bearing diagonal frame 170.The two ends of described cross-arm 140 are fixed on the described shear shank angle steel 110 of described steel tower shear shank both sides by two described first fixed blocks 150, and described cross-arm 140 is fixedly connected with the bottom surface of described substrate 120.Described vertical rod 160 first end is fixed on described steel tower shear shank infall by described second fixed block 180, and the second end of described vertical rod 160 is fixedly connected with described cross-arm 140.The first end of described bearing diagonal frame 170 is also fixed on described steel tower shear shank infall by described second fixed block 180, and the second end of described bearing diagonal frame 170 is fixedly connected with described substrate 120.
In this specific embodiment, described The Cloud Terrace 130 is fixed for the monitoring device 200 detecting steel tower surrounding enviroment.In above-mentioned The Cloud Terrace support, main force bearing point is cross-arm 140 and vertical rod 160, makes final stressed meeting be applied in shear shank angle steel 110 and shear shank angle steel 110 infall by said structure.By the spatial triangle structure be made up of cross-arm 140, vertical rod 160 and bearing diagonal frame 170, and the plane triangle structure be made up of cross-arm 140, shear shank angle steel 110, the supplemental support effect of additional vertical rod 160, makes to have very high integral installation rigidity.With traditional by compared with single horizontal angle steel force way, ability to bear can improve greatly.
Above-mentioned The Cloud Terrace support is combined by all parts, can loose mail packaging during transport, and during construction, personnel are easy to carry, and during manufacture except substrate 120 is configured according to distinct device, remaining part all can be general.Each parts adopt stainless steel or hot galvanizing process, and anti-corrosion capability is strong, is suitable for field extreme environment.
By the mounting bracket of said structure, can very easily in the installation of the enterprising row line detection facility of the steel tower of various outward appearance, size.Highly versatile, rigidity is high, and construction is simple, reduces storage, transport, landed cost.
Above-mentioned The Cloud Terrace support, tool highly versatile, good rigidly and lightweight advantage, efficiently solve reinforcing bracket structural rigidity in prior art and support can be caused heavy, be not easy to the technical problem of transporting.
At the The Cloud Terrace support being installed on steel tower shear shank that this specific embodiment provides, further, described in the above-mentioned The Cloud Terrace support being installed on steel tower shear shank, the angle of steel tower shear shank infall is 90 ~ 150 °.
The angle of most steel tower shear shank infall all at 90 ~ 150 °, described in be installed on steel tower shear shank The Cloud Terrace support be applicable to most of existing an iron rake with three to six teeth, just have very strong versatility.
With reference to Fig. 3, at the The Cloud Terrace support being installed on steel tower shear shank that this specific embodiment provides, further, described in the above-mentioned The Cloud Terrace support being installed on steel tower shear shank, shear shank angle steel 110 cross section is L shape, and described first fixed block 150 comprises: inner splint 154, external splint 152, bolt and nut.Described inner splint 154 is L shape with the shape of described external splint 152, and described inner splint 154 and the L shape two arms of described external splint 152 are provided with multiple screw.Described inner splint 154 is set on the interior outer side surface of described shear shank angle steel 110 with described external splint 152 respectively, and described bolt is through described inner splint 154 and the screw in the L shape two-arm of described external splint 152.Described inner splint 154 is fixedly made to be fixed on described shear shank angle steel 110 with described external splint 152 by described nut.
Described inner splint 154 with the L shape two-arm of described external splint 152 arrange multiple screw, selected suitable screw can be selected to be fixed according to the size of the required shear shank angle steel 110 be fixed to.In this specific embodiment, above-mentioned inner splint 154 is applicable to shear shank angle steel 110 size 40 ~ 160mm by the first fixed block 150 that bolts and nuts are formed, the steel tower shear shank of angle steel maximum ga(u)ge 16mm with external splint 152.
Simultaneously, by bolts and nuts, described inner splint 154 is fixed to described shear shank angle steel 110 with described external splint 152, the relatively described shear shank angle steel 110 of described first fixed block 150 can also be slided by unscrewing described nut, and then adjust the described position of the first fixed block 150 on described shear shank angle steel 110.
With reference to Fig. 3, at the The Cloud Terrace support being installed on steel tower shear shank that this specific embodiment provides, further, described in the above-mentioned The Cloud Terrace support being installed on steel tower shear shank, the first fixed block 150 also comprises: cross-arm fixing bolt 158, described cross-arm fixing bolt 158 is arranged at described external splint 152L shape corner location place, described cross-arm 140 two ends are provided with screw, and described first fixed block 150 is fixedly connected with described cross-arm 140 by the screw of described cross-arm fixing bolt 158 with described cross-arm 140 two ends.
With reference to Fig. 7, described first fixed block 150 arranges cross-arm fixing bolt 158, by described cross-arm fixing bolt 158, described cross-arm 140 is fixed between described steel tower shear shank.In this specific embodiment, described cross-arm 140 both sides can arrange multiple screw, can select fixing different screw between the steel tower shear shank that horizontal span is different.Described cross-arm 140 structure is made to have very strong versatility, between the steel tower shear shank being suitable for different spans.
With reference to Fig. 4 and Fig. 5, at the The Cloud Terrace support being installed on steel tower shear shank that this specific embodiment provides, further, described in the above-mentioned The Cloud Terrace support being installed on steel tower shear shank, the second fixed block 180 comprises: pull bar 184, pull-rod nut and two jigs 182.Described jig 182 comprises jig screw 1822, engagement portion 1824 and a jig through hole 1826, described two jigs 182 are arranged on the described shear shank angle steel 110 of described steel tower shear shank infall both sides respectively by described engagement portion 1824, through described jig screw 1822, described jig are fixed on described shear shank angle steel 110 by bolt.The jig through hole 1826 of described two jigs 182 on the same line, the first end that described vertical rod 160 is fixed with described second fixed block 180 is provided with a through hole, described vertical rod 160 is arranged between described two jigs 182, making described pull bar 184 through the jig through hole 1826 of described two jigs 182 and the through hole of described vertical rod 160, by arranging described pull bar 184 nut at described pull bar 184 two ends, described vertical rod 160 being fixed on described steel tower shear shank infall.
By the cooperation of described pull bar 184 and two jigs 182, one end of described pull bar 184 is fixed to described steel tower shear shank infall.
The The Cloud Terrace support being installed on steel tower shear shank provided in this specific embodiment, further, described in the above-mentioned The Cloud Terrace support being installed on steel tower shear shank, vertical rod 160 is vertical with described cross-arm 140.
Arranging vertical with described cross-arm 140 for described vertical rod 160, can be that the gravitational energy that cross-arm 140 bears is transferred on steel tower, is connected the structural strength that can strengthen cross-arm 140 in the middle part of cross-arm 140 with vertical rod 160 simultaneously.
The The Cloud Terrace support being installed on steel tower shear shank provided in this specific embodiment, further, the second end that described in the above-mentioned The Cloud Terrace support being installed on steel tower shear shank, vertical rod 160 is fixedly connected with described cross-arm 140 is provided with through hole, described cross-arm 140 corresponding position is also provided with through hole, with the through hole of described cross-arm 140, described vertical rod 160 is fixedly connected with described cross-arm 140 vertical rod 160 fixing bolt through described vertical rod 160.
With reference to Fig. 2, in other specific embodiment of the present utility model, when distance when between described vertical rod 160 and described cross-arm 140 is larger, when fixing to prevent single vertical rod 160 fixing bolt, described vertical rod 160 is tilted mutually with described cross-arm 140, in described vertical rod 160 with described cross-arm 140, be also provided with fixing small screw 190, one end of fixing small screw 190 is fixed in described vertical rod 160, and the other end of described fixing small screw 190 is fixed on described cross-arm 140.
With reference to Fig. 6, the The Cloud Terrace support being installed on steel tower shear shank provided in this specific embodiment, further, described in the above-mentioned The Cloud Terrace support being installed on steel tower shear shank, the two ends of vertical rod 160 are provided with multiple through hole, by the height of vertical rod 160 described in the position regulation of selecting fixed via.
The The Cloud Terrace support being installed on steel tower shear shank provided in this specific embodiment, further, bearing diagonal frame 170 first end described in the above-mentioned The Cloud Terrace support being installed on steel tower shear shank is provided with screw, described bearing diagonal frame 170, through the screw on described bearing diagonal frame 170 first end, is fixed on described steel tower shear shank infall by nut by described pull bar 184.
In other specific embodiment of the present utility model, the described The Cloud Terrace support being installed on steel tower shear shank, also comprise: one strengthens supporting frame, the first end of described reinforcement supporting frame is connected and described steel tower shear shank infall by described second fixed block 180, second end and the described substrate 120 of described reinforcement supporting frame are fixed, and described reinforcement supporting frame is positioned at the side of described bearing diagonal frame away from described shear shank angle steel 110.Angle between described reinforcement supporting frame and described bearing diagonal frame is 40 ~ 50 °.When comparatively steel tower shear shank is far away in the position of installing monitoring device 200, the rigidity that a reinforcement supporting frame can strengthen described The Cloud Terrace support is set.
The The Cloud Terrace support being installed on steel tower shear shank provided in this specific embodiment, further, the second end of bearing diagonal frame 170 described in the above-mentioned The Cloud Terrace support being installed on steel tower shear shank is connected by welding or bolt to be fixed with described substrate 120.
In sum, adopt the The Cloud Terrace support being installed on steel tower shear shank that the utility model provides, because The Cloud Terrace support adopts each component installaiton to form, tool highly versatile, good rigidly and lightweight advantage, efficiently solving reinforcing bracket structural rigidity in prior art can cause support heavy, is not easy to the technical problem of transporting.
It should be noted that, each embodiment in this specification all adopts the mode of going forward one by one to describe, and what each embodiment stressed is the difference with other embodiments, between each embodiment identical similar part mutually see.
The foregoing is only preferred embodiment of the present utility model, be not limited to the utility model, for a person skilled in the art, the utility model can have various modifications and variations.All within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.It should be noted that: represent similar terms in similar label and letter accompanying drawing below, therefore, once be defined in an a certain Xiang Yi accompanying drawing, then do not need to define further it and explain in accompanying drawing subsequently.
In description of the present utility model, it should be noted that, term " " center ", " on ", D score, " left side ", " right side ", " vertically ", " level ", " interior ", orientation or the position relationship of the instruction such as " outward " are based on orientation shown in the drawings or position relationship, or this model utility product orientation of usually putting or position relationship when using, only the utility model and simplified characterization for convenience of description, instead of indicate or imply that the device of indication or element must have specific orientation, with specific azimuth configuration and operation, therefore can not be interpreted as restriction of the present utility model.In addition, term " first ", " second ", " the 3rd " etc. only for distinguishing description, and can not be interpreted as instruction or hint relative importance.
In description of the present utility model, also it should be noted that, unless otherwise clearly defined and limited, term " setting ", " installation ", " being connected ", " connection " should be interpreted broadly, and such as, can be fixedly connected with, also can be removably connect, or connect integratedly; Can be mechanical connection, also can be electrical connection; Can be directly be connected, also indirectly can be connected by intermediary, can be the connection of two element internals.For the ordinary skill in the art, concrete condition the concrete meaning of above-mentioned term in the utility model can be understood.
Claims (10)
1. one kind is installed on the The Cloud Terrace support of steel tower shear shank, it is characterized in that, described steel tower shear shank is made up of shear shank angle steel, described The Cloud Terrace support comprises: for placing the substrate of The Cloud Terrace, for carrying the cross-arm of described substrate, for the first fixed block of fixing described cross-arm, for supporting the vertical rod of described cross-arm, for supporting the bearing diagonal frame of described substrate and fixing the second fixed block of described vertical rod and described bearing diagonal frame, the two ends of described cross-arm are fixed on by two described first fixed blocks on the described shear shank angle steel of described steel tower shear shank both sides, described cross-arm is fixedly connected with the bottom surface of described substrate, described vertical rod first end is fixed on described steel tower shear shank infall by described second fixed block, second end of described vertical rod is fixedly connected with described cross-arm, the first end of described bearing diagonal frame is also fixed on described steel tower shear shank infall by described second fixed block, second end of described bearing diagonal frame is fixedly connected with described substrate.
2. be installed on the The Cloud Terrace support of steel tower shear shank as claimed in claim 1, it is characterized in that: the angle of described steel tower shear shank infall is 90 ~ 150 °.
3. be installed on the The Cloud Terrace support of steel tower shear shank as claimed in claim 1, it is characterized in that, described shear shank angle cross section is L shape, described first fixed block comprises: inner splint, external splint, bolt and nut, the shape of described inner splint and described external splint is L shape, the L shape two arms of described inner splint and described external splint is provided with multiple screw, described inner splint and described external splint are set on the interior outer side surface of described shear shank angle steel respectively, described bolt passes the screw in the L shape two-arm of described inner splint and described external splint, described inner splint and described external splint is fixedly made to be fixed on described shear shank angle steel by described nut.
4. be installed on the The Cloud Terrace support of steel tower shear shank as claimed in claim 3, it is characterized in that, described first fixed block also comprises: cross-arm fixing bolt, described cross-arm fixing bolt is arranged at described external splint L shape corner location place, described cross-arm two ends are provided with screw, and described first fixed block is fixedly connected with described cross-arm by the screw of described cross-arm fixing bolt with described cross-arm two ends.
5. be installed on the The Cloud Terrace support of steel tower shear shank as claimed in claim 4, it is characterized in that, described second fixed block comprises: pull bar, pull-rod nut and two jigs, described jig comprises a jig screw, one engagement portion and a jig through hole, described two jigs are arranged on the described shear shank angle steel of described steel tower shear shank infall both sides respectively by described engagement portion, described jig is made to be fixed on described shear shank angle steel by bolt through described jig screw, the jig through hole of described two jigs on the same line, the first end that described vertical rod and described second fixing frame are fixed is provided with a through hole, described vertical rod is arranged between described two jigs, make described pull bar through the jig through hole of described two jigs and the through hole of described vertical rod, by arranging described pull-rod nut at described pull bar two ends, described vertical rod is fixed on described steel tower shear shank infall.
6. be installed on the The Cloud Terrace support of steel tower shear shank as claimed in claim 5, it is characterized in that: described vertical rod is vertical with described cross-arm.
7. be installed on the The Cloud Terrace support of steel tower shear shank as claimed in claim 5, it is characterized in that: the second end that described vertical rod is fixedly connected with described cross-arm is provided with through hole, described cross-arm corresponding position is also provided with through hole, with the through hole of described cross-arm, described vertical rod is fixedly connected with described cross-arm vertical rod fixing bolt through described vertical rod.
8. be installed on the The Cloud Terrace support of steel tower shear shank as claimed in claim 7, it is characterized in that: the two ends of described vertical rod are provided with multiple through hole, by the height of vertical rod described in the position regulation of selecting fixed via.
9. be installed on the The Cloud Terrace support of steel tower shear shank as claimed in claim 5, it is characterized in that: described bearing diagonal frame first end is provided with screw, described bearing diagonal frame, through the screw on described bearing diagonal frame first end, is fixed on described steel tower shear shank infall by nut by described pull bar.
10. be installed on the The Cloud Terrace support of steel tower shear shank as claimed in claim 9, it is characterized in that: the second end of described bearing diagonal frame is connected by welding or bolt to be fixed with described substrate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520924487.2U CN205173885U (en) | 2015-11-18 | 2015-11-18 | Install in iron tower scissor holder's ptz support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520924487.2U CN205173885U (en) | 2015-11-18 | 2015-11-18 | Install in iron tower scissor holder's ptz support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205173885U true CN205173885U (en) | 2016-04-20 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520924487.2U Active CN205173885U (en) | 2015-11-18 | 2015-11-18 | Install in iron tower scissor holder's ptz support |
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| CN (1) | CN205173885U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108425539A (en) * | 2018-05-09 | 2018-08-21 | 国网四川省电力公司内江供电公司 | Clamping device for cross arm of tower |
-
2015
- 2015-11-18 CN CN201520924487.2U patent/CN205173885U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108425539A (en) * | 2018-05-09 | 2018-08-21 | 国网四川省电力公司内江供电公司 | Clamping device for cross arm of tower |
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