CN204960456U - Roofing counter weight communication tower structure - Google Patents
Roofing counter weight communication tower structure Download PDFInfo
- Publication number
- CN204960456U CN204960456U CN201520615837.7U CN201520615837U CN204960456U CN 204960456 U CN204960456 U CN 204960456U CN 201520615837 U CN201520615837 U CN 201520615837U CN 204960456 U CN204960456 U CN 204960456U
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- China
- Prior art keywords
- flange
- mobile jib
- shaft tower
- bolt
- roofing
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Abstract
The utility model discloses a roofing counter weight communication tower structure aims at providing one kind and does not destroy the roof waterproof layer and can set up, and the installation is quick, the location is firm, dismouting and the communication tower structure that replaces conveniently. It includes shaft tower mobile jib, a plurality of precast concrete balancing weight, and shaft tower mobile jib top is equipped with the peak of the staff flange, and shaft tower mobile jib top is equipped with the steel pipe, and the steel pipe bottom is equipped with the socle flange, and the peak of the staff flange is equipped with main flange with socle flange butt joint, shaft tower mobile jib bottom, is equipped with end girder steel on the precast concrete balancing weight, is equipped with the fixed stay base on the end girder steel, is equipped with fixed support bar on the fixed stay base, is equipped with a plurality of supports on the shaft tower mobile jib and presss from both sides, supports to press from both sides and is connected with the bracing piece that corresponds. The beneficial effects of the utility model are that: realize through the balancing weight that communication tower supports oneself at the roofing, avoid the destruction of bolted construction to the roof waterproof layer, improve scalability through setting up the extension hole, only need increase the balancing weight in the relevant position when newly -increased antenna can.
Description
Technical field
The utility model belongs to roofing communication pole tower technology field, particularly relates to a kind of roofing counterweight communication pole tower structure.
Background technology
Roofing (roof) usually needs to arrange communication shaft tower, for supporting various equipment and antenna, roof newly-increased communication shaft tower adopts the syndetons such as expansion bolt that communication antenna bracket (communication shaft tower) is fixed on roof construction layer usually, although this kind of mode can realize setting and the location of communication shaft tower, but also can destroy roof waterproof layer, easily cause the unfavorable phenomenons such as house leaks, the inconvenience relatively and this kind of mode dismounting is got up, the position adjustment capability of communication shaft tower is also more weak.
Utility model content
The utility model is to overcome deficiency of the prior art, and provide a kind of rational in infrastructure, not destroying roof waterproof layer can be arranged, install fast, locate firm, dismounting and the roofing counterweight communication pole tower structure easily that replaces.
To achieve these goals, the utility model is by the following technical solutions:
A kind of roofing counterweight communication pole tower structure, comprise at least one shaft tower mobile jib, some precast concrete balancing weights, described shaft tower mobile jib is provided with somely climbs nail, described shaft tower mobile jib top is provided with masthead flange, steel pipe is provided with above described shaft tower mobile jib, flange at the bottom of pipe is provided with bottom described steel pipe, described masthead flange docks with flange at the bottom of pipe, a main flange is provided with bottom described shaft tower mobile jib, described precast concrete balancing weight is provided with a corresponding bottom steel beam, described bottom steel beam and main Flange joint, described bottom steel beam is provided with fixed support base, described fixed support base is provided with fixed support bar, described shaft tower mobile jib is provided with some propclips be connected with shaft tower mobile jib, described propclip and fixed support bar one_to_one corresponding, be connected and fixed by carrying bolt between propclip and corresponding support bar.Shaft tower mobile jib, steel pipe are the main body of communication shaft tower, whenever necessary, steel pipe can also arrange lightning rod.Precast concrete balancing weight can be arranged on roofing comparatively easily, without the need to dismounting, locates fast and stablizes, and whenever necessary, replaces and adjusts also relative aspect, and can not destroy the waterproof layer structure on roof completely.Can cement mortar screeding be used, further improving stability bottom precast concrete balancing weight, whenever necessary, also can set up the precast concrete balancing weight of some.
As preferably, described main flange is provided with some stiffeners, and described stiffener plate face is vertical, and each stiffener is even annular spread centered by main flange axis.Stiffener effectively can promote the intensity of main flange, improves the stability of shaft tower mobile jib, ensures application life.
As preferably, be connected and fixed by least one bottom girder bolt between described bottom steel beam and main flange, described bottom steel beam is provided with some bottom girder holes, described main flange is provided with some flanges and connects hole, described bottom girder bolt and bottom girder hole one_to_one corresponding, described bottom girder bolt and flange connect hole one_to_one corresponding, bottom girder bolt is through corresponding bottom girder hole, bottom girder bolt connects hole through corresponding flange, bottom girder bolt is provided with the bottom girder nut be connected with bottom girder bolt thread, described main flange is provided with some extending bores, the bore that bore and the flange of extending bore connect hole is consistent, the axis of extending bore and flange connect the axis being parallel in hole.Be connected by bottom girder bolt between bottom steel beam with main flange, and main flange is also provided with bore and flange connects the consistent extending bore of the bore in hole, means and can expand.When needs increase shaft tower mobile jib number, a foundation girder steel supporting with newly-increased shaft tower mobile jib is only needed directly to be connected on former main flange by extending bore, thus, be equivalent to structure share, and the entirety of association can be formed, and by that analogy, as long as have demand and roofing area is sufficient, new shaft tower mobile jib constantly can be set up.
As preferably, described precast concrete balancing weight is provided with some stay bolts, and the stay bolt on a precast concrete balancing weight is through the bottom steel beam corresponding with this precast concrete balancing weight.Connected together with corresponding bottom steel beam by precast concrete balancing weight by stay bolt, dismounting is convenient, maintenance and replacing facility.
As preferably, also comprise some weight linear meters, described weight linear meter one end connects a wherein fixed support bar, and the weight linear meter other end connects another root fixed support bar, is connected and fixed between weight linear meter and fixed support bar by U bolt.Weight linear meter can strengthen connection effect, provides extra support, and as the supporting and location structure of equipment, antenna, communication unit etc., can increase load capacity.Especially when shaft tower mobile jib number is many, can strengthen the connection strong degree between entirety, significant increase can carry antenna amount and bearing capacity.
The beneficial effects of the utility model are: realize communication shaft tower by precast concrete balancing weight and support oneself at roofing, avoid bolt arrangement to the destruction of roof waterproof layer; Improving extensibility by arranging reserved extending bore, only needing when newly-increased antenna or equipment to increase balancing weight in relevant position.When needs increase antenna amount is more, can combines existing communication shaft tower, and utilize weight linear meter to increase load space and load-bearing capacity, carry antenna amount can be increased considerably by expansion.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of flange at the bottom of the utility model masthead flange, pipe;
Fig. 3 is the partial enlarged drawing of Fig. 1;
Fig. 4 is the structural representation of the utility model when not installing shaft tower mobile jib;
Fig. 5 is the structural representation of the main flange of the utility model;
Fig. 6 is a kind of structural representation after the utility model sets up some shaft tower mobile jibs.
In figure: shaft tower mobile jib 1, precast concrete balancing weight 2, climb flange 6, main flange 7, bottom steel beam 8, fixed support base 9, fixed support bar 10, lightning rod 11, stiffener 12, bottom girder bolt 13, extending bore 14, stay bolt 15, weight linear meter 16, propclip 17 at the bottom of nail 3, masthead flange 4, steel pipe 5, pipe.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is further described.
In embodiment as shown in Figures 1 to 5, a kind of roofing counterweight communication pole tower structure, comprise at least one shaft tower mobile jib 1, some precast concrete balancing weights 2, described shaft tower mobile jib is provided with somely climbs nail 3, described shaft tower mobile jib top is provided with masthead flange 4, steel pipe 5 is provided with above described shaft tower mobile jib, flange 6 at the bottom of pipe is provided with bottom described steel pipe, described masthead flange docks with flange at the bottom of pipe, a main flange 7 is provided with bottom described shaft tower mobile jib, described precast concrete balancing weight is provided with a corresponding bottom steel beam 8, described bottom steel beam and main Flange joint, described bottom steel beam is provided with fixed support base 9, described fixed support base is provided with fixed support bar 10, described shaft tower mobile jib is provided with some propclips 17 be connected with shaft tower mobile jib, described propclip and fixed support bar one_to_one corresponding, be connected and fixed by carrying bolt between propclip and corresponding support bar.Shaft tower mobile jib, steel pipe are the main body of communication shaft tower, whenever necessary, steel pipe can also arrange lightning rod 11.Precast concrete balancing weight can be arranged on roofing comparatively easily, without the need to dismounting, locates fast and stablizes, and whenever necessary, replaces and adjusts also relative aspect, and can not destroy the waterproof layer structure on roof completely.Can cement mortar screeding be used, further improving stability bottom precast concrete balancing weight, whenever necessary, also can set up the precast concrete balancing weight of some.
Described main flange is provided with some stiffeners 12, and described stiffener plate face is vertical, and each stiffener is even annular spread centered by main flange axis.Stiffener effectively can promote the intensity of main flange, improves the stability of shaft tower mobile jib, ensures application life.
Be connected and fixed by least one bottom girder bolt 13 between described bottom steel beam and main flange, described bottom steel beam is provided with some bottom girder holes, described main flange is provided with some flanges and connects hole, described bottom girder bolt and bottom girder hole one_to_one corresponding, described bottom girder bolt and flange connect hole one_to_one corresponding, bottom girder bolt is through corresponding bottom girder hole, bottom girder bolt connects hole through corresponding flange, bottom girder bolt is provided with the bottom girder nut be connected with bottom girder bolt thread, described main flange is provided with some extending bores 14, the bore that bore and the flange of extending bore connect hole is consistent, the axis of extending bore and flange connect the axis being parallel in hole.Be connected by bottom girder bolt between bottom steel beam with main flange, and main flange is also provided with bore and flange connects the consistent extending bore of the bore in hole, means and can expand.When needs increase shaft tower mobile jib number, a foundation girder steel supporting with newly-increased shaft tower mobile jib is only needed directly to be connected on former main flange by extending bore, thus, be equivalent to structure share, and the entirety of association can be formed, and by that analogy, as long as have demand and roofing area is sufficient, constantly can set up new shaft tower mobile jib, Fig. 6 is the structural representation of a kind of many shaft towers mobile jib of the utility model form.
The stay bolt that described precast concrete balancing weight is provided with on some stay bolts 15, precast concrete balancing weight passes the bottom steel beam corresponding with this precast concrete balancing weight.Connected together with corresponding bottom steel beam by precast concrete balancing weight by stay bolt, dismounting is convenient, maintenance and replacing facility.
Also comprise some weight linear meters 16, described weight linear meter one end connects a wherein fixed support bar, and the weight linear meter other end connects another root fixed support bar, is connected and fixed between weight linear meter and fixed support bar by U bolt.Weight linear meter can strengthen connection effect, provides extra support, and as the supporting and location structure of equipment, antenna, communication unit etc., can increase load capacity.Especially when shaft tower mobile jib number is many, can strengthen the connection strong degree between entirety, significant increase can carry antenna amount and bearing capacity.
Claims (5)
1. a roofing counterweight communication pole tower structure, it is characterized in that, comprise at least one shaft tower mobile jib, some precast concrete balancing weights, described shaft tower mobile jib is provided with somely climbs nail, described shaft tower mobile jib top is provided with masthead flange, steel pipe is provided with above described shaft tower mobile jib, flange at the bottom of pipe is provided with bottom described steel pipe, described masthead flange docks with flange at the bottom of pipe, a main flange is provided with bottom described shaft tower mobile jib, described precast concrete balancing weight is provided with a corresponding bottom steel beam, described bottom steel beam and main Flange joint, described bottom steel beam is provided with fixed support base, described fixed support base is provided with fixed support bar, described shaft tower mobile jib is provided with some propclips be connected with shaft tower mobile jib, described propclip and fixed support bar one_to_one corresponding, be connected and fixed by carrying bolt between propclip and corresponding support bar.
2. a kind of roofing counterweight communication pole tower structure according to claim 1, it is characterized in that, described main flange is provided with some stiffeners, and described stiffener plate face is vertical, and each stiffener is even annular spread centered by main flange axis.
3. a kind of roofing counterweight communication pole tower structure according to claim 1, it is characterized in that, be connected and fixed by least one bottom girder bolt between described bottom steel beam and main flange, described bottom steel beam is provided with some bottom girder holes, described main flange is provided with some flanges and connects hole, described bottom girder bolt and bottom girder hole one_to_one corresponding, described bottom girder bolt and flange connect hole one_to_one corresponding, bottom girder bolt is through corresponding bottom girder hole, bottom girder bolt connects hole through corresponding flange, bottom girder bolt is provided with the bottom girder nut be connected with bottom girder bolt thread, described main flange is provided with some extending bores, the bore that bore and the flange of extending bore connect hole is consistent, the axis of extending bore and flange connect the axis being parallel in hole.
4. a kind of roofing counterweight communication pole tower structure according to claim 1 or 2 or 3, 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 through the bottom steel beam corresponding with this precast concrete balancing weight.
5. a kind of roofing counterweight communication pole tower structure according to claim 1 or 2 or 3, it is characterized in that, also comprise some weight linear meters, described weight linear meter one end connects a wherein fixed support bar, the weight linear meter other end connects another root fixed support bar, is connected and fixed between weight linear meter and fixed support bar by U bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520615837.7U CN204960456U (en) | 2015-08-14 | 2015-08-14 | Roofing counter weight communication tower structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520615837.7U CN204960456U (en) | 2015-08-14 | 2015-08-14 | Roofing counter weight communication tower structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204960456U true CN204960456U (en) | 2016-01-13 |
Family
ID=55055530
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520615837.7U Expired - Fee Related CN204960456U (en) | 2015-08-14 | 2015-08-14 | Roofing counter weight communication tower structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204960456U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105155900A (en) * | 2015-08-14 | 2015-12-16 | 华信咨询设计研究院有限公司 | Roof counterweighted communications tower |
| CN113285404A (en) * | 2021-05-11 | 2021-08-20 | 中铁三局集团有限公司 | Method and structure for mounting electric bridge frame without destroying waterproof layer and heat-insulating layer |
| CN113958188A (en) * | 2021-11-30 | 2022-01-21 | 国网江苏省电力有限公司宝应县供电分公司 | Transmission line shaft tower bearing structure |
-
2015
- 2015-08-14 CN CN201520615837.7U patent/CN204960456U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105155900A (en) * | 2015-08-14 | 2015-12-16 | 华信咨询设计研究院有限公司 | Roof counterweighted communications tower |
| CN113285404A (en) * | 2021-05-11 | 2021-08-20 | 中铁三局集团有限公司 | Method and structure for mounting electric bridge frame without destroying waterproof layer and heat-insulating layer |
| CN113958188A (en) * | 2021-11-30 | 2022-01-21 | 国网江苏省电力有限公司宝应县供电分公司 | Transmission line shaft tower bearing structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160113 Termination date: 20210814 |