CN204960459U - Modular roof communication tower - Google Patents

Modular roof communication tower Download PDF

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Publication number
CN204960459U
CN204960459U CN201520623585.2U CN201520623585U CN204960459U CN 204960459 U CN204960459 U CN 204960459U CN 201520623585 U CN201520623585 U CN 201520623585U CN 204960459 U CN204960459 U CN 204960459U
Authority
CN
China
Prior art keywords
communication
support bar
balancing weight
pole
roof
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201520623585.2U
Other languages
Chinese (zh)
Inventor
章跃军
田大年
姚云龙
张珩
竹影
杨志华
孙豪杰
胡桂彬
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Huaxin Consulting Co Ltd
Original Assignee
Huaxin Consulting Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Huaxin Consulting Co Ltd filed Critical Huaxin Consulting Co Ltd
Priority to CN201520623585.2U priority Critical patent/CN204960459U/en
Application granted granted Critical
Publication of CN204960459U publication Critical patent/CN204960459U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a modular roof communication tower aims at providing one kind and can effectively improve communication tower's installation intensity, firmness and stability when avoiding destroying the roof waterproof layer, and then effectively improves the modular roof communication tower of the carry volume of communication antenna. It is including the fixed communication pole that sets up on the parapet on roof and set up the balancing weight at the roof upper surface, balancing weight and communication are equipped with between the pole strengthens bearing structure, should strengthen bearing structure including the lower support rod that connects balancing weight and communication pole and go up the bracing piece, and goes up the bracing piece and be located the lower support rod top, the one end that goes up the bracing piece is connected with the pole middle part of communicating, and the other end is connected with the balancing weight toward the oblique downwardly extending of balancing weight direction, lower support rod one end is connected with the pole lower part of communicating, and the other end is connected with the balancing weight.

Description

A kind of Combined roof communication shaft tower
Technical field
The utility model relates to a kind of communication shaft tower, is specifically related to a kind of Combined roof communication shaft tower.
Background technology
Roof increases communication antenna newly and usually adopts the mode such as expansion bolt, stone bolt to be fixed on roof structure layer by communication antenna shaft tower; But this kind of fixed form can destroy roof membrane, the unfavorable phenomenon such as cause that house leaks, for avoiding the way destroying roof membrane common is at present: inside parapet communication antenna shaft tower being fixed on roof.
Although the design inside the current this parapet directly communication shaft tower being fixed on roof can effectively be avoided destroying roof membrane, but the firmness, the stability that are directly installed on the communication shaft tower inside parapet are not good, thus traditional parapet attaching communication shaft tower communication antenna (mount volume is little) that often self energy carry is less, and along with communications industry development, Joint construction and sharing requires more and more higher to communication shaft tower carry antenna amount, and traditional parapet attaching communication shaft tower antenna carry quantity can not meet the demands.Thus, how to design a kind of new roof communication shaft tower, it while avoiding destroying roof membrane, can ensure firmness, the stability of communication shaft tower, and then effectively improve the mount volume of communication antenna, thus to be about cost by Joint construction and sharing joint communication shaft tower be significantly.
Utility model content
The purpose of this utility model is to overcome deficiency of the prior art, there is provided a kind of can avoid destroying while roof membrane, effectively improve the communication installation strength of shaft tower, firmness and stability, and then effectively improve the Combined roof communication shaft tower of mount volume of communication antenna.
The technical solution of the utility model is:
A kind of Combined roof communication shaft tower, comprise the communication pole be fixedly installed on the parapet on roof and the balancing weight being arranged on roof upper surface, reinforcement braced structures is provided with between described balancing weight and communication pole, this reinforcement braced structures comprises the lower support bar and upper support bar that connect balancing weight and communication pole, and upper support bar is positioned at above lower support bar, one end of described upper support bar is connected with in the middle part of communication pole, and the other end extends obliquely toward balancing weight direction and is connected with balancing weight; Described lower support bar one end is connected with communication pole bottom, and the other end is connected with balancing weight.
The roof communication pole tower structure of this programme by arranging balancing weight (balancing weight is directly placed on roof upper surface) on roof upper surface, and by arranging reinforcement braced structures between balancing weight and communication pole, upper support bar, lower support bar, communication pole and balancing weight form triangular support jointly, thus the installation strength of effective raising communication shaft tower, firmness and stability, and then effectively improve the mount volume of communication antenna.
As preferably, between balancing weight and roof upper surface, be provided with rubber spacer.The rubber spacer of this programme is between balancing weight and roof upper surface, the skid resistance between balancing weight and roof can be improved so greatly, make the desired location being positioned at roof upper surface that balancing weight is stable, thus effectively improve the stability of communication shaft tower further.
As preferably, be connected by main supporting structure between parapet with communication pole, described main supporting structure comprises the main support rod and auxiliary support bar that connect parapet and communication pole, and described main support rod one end is connected with parapet side, and the other end is connected with communication pole bottom; Described auxiliary support bar is positioned at above main support rod, and auxiliary support bar one end is connected with parapet end face, and the other end extends obliquely toward communication pole direction and is connected with communication pole.This programme structure can improve the communication installation strength of shaft tower, firmness and stability further.
As preferably, the below of the connecting portion of the connecting portion between auxiliary support bar and communication pole between upper support bar and communication pole; The below of the connecting portion of the connecting portion between described lower support bar and communication pole between auxiliary support bar and communication pole; The below of the connecting portion of the connecting portion between described main support rod and communication pole between lower support bar and communication pole.This programme structure can improve the communication installation strength of shaft tower, firmness and stability further.
As preferably, the quantity of auxiliary support bar is two, forms triangular support configurations between two auxiliary support bars and parapet end face.This programme structure can improve the communication installation strength of shaft tower, firmness and stability further.
As preferably, the quantity of lower support bar is two, and two lower support bars are horizontally disposed with, and two form triangular support configurations between lower support bar and balancing weight.This programme structure can improve the communication installation strength of shaft tower, firmness and stability further.
As preferably, be provided with the auxiliary bar vertically arranged in the middle part of balancing weight end face, the lower end of described upper support bar is connected with auxiliary pole-footing portion.
As preferably, balancing weight is made up of concrete block or bloom.
As preferably, in concrete block, be provided with the steel frame be made up of angle steel.
The beneficial effects of the utility model are:
One, while avoiding destroying roof membrane, effectively can improve the installation strength of communication shaft tower, firmness and stability, and then effectively improves the mount volume of communication antenna.
Accompanying drawing explanation
Fig. 1 is a kind of structural representation of the Combined roof communication shaft tower of the utility model embodiment 1.
Fig. 2 is a kind of cross-sectional view at A-A place in Fig. 1.
In figure: parapet 1, main support rod 2, lower support bar 3, balancing weight 4, rubber pad 5, communication pole 6, support bar 7, auxiliary bar 8, auxiliary support bar 9.
Detailed description of the invention
Below in conjunction with accompanying drawing and detailed description of the invention, the utility model is described in further detail:
Embodiment 1: as shown in Figure 1 and Figure 2, a kind of Combined roof communication shaft tower comprises the communication pole 6 be fixedly installed on the parapet 1 on roof and the balancing weight 4 being arranged on roof upper surface.Communication pole is used for carry communication antenna.
Be connected by main supporting structure between parapet with communication pole.Main supporting structure comprises the main support rod 2 and auxiliary support bar 9 that connect parapet and communication pole.Be connected by bolt between main support rod one end with parapet side, the other end is connected with communication pole bottom.Main support rod is horizontally disposed with.Auxiliary support bar is positioned at above main support rod.Auxiliary support bar one end is connected with parapet end face, and the other end extends obliquely toward communication pole direction and is connected with communication pole.The quantity of auxiliary support bar is two, forms triangular support configurations between two auxiliary support bars and parapet end face.
Rubber pad 5 is provided with between balancing weight and roof upper surface.Balancing weight is made up of concrete block or bloom.The steel frame be made up of angle steel is provided with in concrete block.The auxiliary bar 8 vertically arranged is provided with in the middle part of balancing weight end face.Reinforcement braced structures is provided with between balancing weight and communication pole.This reinforcement braced structures comprises the lower support bar 3 and upper support bar 7 that connect balancing weight and communication pole, and upper support bar is positioned at above lower support bar.One end of upper support bar is connected with in the middle part of communication pole, and the other end extends obliquely toward balancing weight direction and is connected with balancing weight.The lower end of upper support bar is connected with auxiliary pole-footing portion.Lower support bar one end is connected with communication pole bottom, and the other end is connected with balancing weight.The quantity of lower support bar is two.Two lower support bars are horizontally disposed with, and two form triangular support configurations between lower support bar and balancing weight.
The below of the connecting portion of the connecting portion between auxiliary support bar and communication pole between upper support bar and communication pole.The below of the connecting portion of the connecting portion between lower support bar and communication pole between auxiliary support bar and communication pole.The below of the connecting portion of the connecting portion between main support rod and communication pole between lower support bar and communication pole.

Claims (9)

1. a Combined roof communication shaft tower, comprise the communication pole be fixedly installed on the parapet on roof, it is characterized in that, also comprise the balancing weight being arranged on roof upper surface, reinforcement braced structures is provided with between described balancing weight and communication pole, this reinforcement braced structures comprises the lower support bar and upper support bar that connect balancing weight and communication pole, and upper support bar is positioned at above lower support bar, one end of described upper support bar is connected with in the middle part of communication pole, and the other end extends obliquely toward balancing weight direction and is connected with balancing weight; Described lower support bar one end is connected with communication pole bottom, and the other end is connected with balancing weight.
2. Combined roof communication shaft tower according to claim 1, is characterized in that, be provided with rubber spacer between described balancing weight and roof upper surface.
3. Combined roof communication shaft tower according to claim 1, is characterized in that, described in
Be connected by main supporting structure between parapet with communication pole, described main supporting structure comprises the main support rod and auxiliary support bar that connect parapet and communication pole, and described main support rod one end is connected with parapet side, and the other end is connected with communication pole bottom; Described auxiliary support bar is positioned at above main support rod, and auxiliary support bar one end is connected with parapet end face, and the other end extends obliquely toward communication pole direction and is connected with communication pole.
4. Combined roof communication shaft tower according to claim 3, is characterized in that, the below of the connecting portion of the connecting portion between described auxiliary support bar and communication pole between upper support bar and communication pole; The below of the connecting portion of the connecting portion between described lower support bar and communication pole between auxiliary support bar and communication pole; The below of the connecting portion of the connecting portion between described main support rod and communication pole between lower support bar and communication pole.
5. the Combined roof communication shaft tower according to claim 3 or 4, it is characterized in that, the quantity of described auxiliary support bar is two, forms triangular support configurations between two auxiliary support bars and parapet end face.
6. the Combined roof communication shaft tower according to claim 1 or 2 or 3 or 4, it is characterized in that, the quantity of described lower support bar is two, and two lower support bars are horizontally disposed with, and two form triangular support configurations between lower support bar and balancing weight.
7. the Combined roof communication shaft tower according to claim 1 or 2 or 3 or 4, it is characterized in that, be provided with the auxiliary bar vertically arranged in the middle part of described balancing weight end face, the lower end of described upper support bar is connected with auxiliary pole-footing portion.
8. the Combined roof communication shaft tower according to claim 1 or 2 or 3 or 4, it is characterized in that, described balancing weight is made up of concrete block or bloom.
9. Combined roof communication shaft tower according to claim 8, is characterized in that, be provided with the steel frame be made up of angle steel in described concrete block.
CN201520623585.2U 2015-08-18 2015-08-18 Modular roof communication tower Expired - Fee Related CN204960459U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520623585.2U CN204960459U (en) 2015-08-18 2015-08-18 Modular roof communication tower

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520623585.2U CN204960459U (en) 2015-08-18 2015-08-18 Modular roof communication tower

Publications (1)

Publication Number Publication Date
CN204960459U true CN204960459U (en) 2016-01-13

Family

ID=55055533

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520623585.2U Expired - Fee Related CN204960459U (en) 2015-08-18 2015-08-18 Modular roof communication tower

Country Status (1)

Country Link
CN (1) CN204960459U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105155901A (en) * 2015-08-18 2015-12-16 华信咨询设计研究院有限公司 Combined type roof communication tower
CN108104572A (en) * 2017-12-29 2018-06-01 河南省信息咨询设计研究有限公司 Parapet masonry structure joint reinforcement device, reinforcement means and roof bracing wire tower mast

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105155901A (en) * 2015-08-18 2015-12-16 华信咨询设计研究院有限公司 Combined type roof communication tower
CN105155901B (en) * 2015-08-18 2017-04-26 华信咨询设计研究院有限公司 Combined type roof communication tower
CN108104572A (en) * 2017-12-29 2018-06-01 河南省信息咨询设计研究有限公司 Parapet masonry structure joint reinforcement device, reinforcement means and roof bracing wire tower mast

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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: 20210818