CN201554254U - Communication tower and communication tower platform - Google Patents
Communication tower and communication tower platform Download PDFInfo
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- CN201554254U CN201554254U CN2009202469920U CN200920246992U CN201554254U CN 201554254 U CN201554254 U CN 201554254U CN 2009202469920 U CN2009202469920 U CN 2009202469920U CN 200920246992 U CN200920246992 U CN 200920246992U CN 201554254 U CN201554254 U CN 201554254U
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Abstract
The utility model discloses a communication tower, which comprises a communication tower platform that is arranged in the inside space of the tower body of the communication tower and is in diaphragm connection with the communication tower. The utility model also discloses the communication tower platform, which comprises a connecting piece and a bearing piece, wherein the connecting piece is arranged at the edge of the communication tower platform and is used for the diaphragm connection with the communication tower; and the bearing piece is connected on the connecting piece to form a bearing surface in the inside space of the tower body of the communication tower. Compared with the existing communication tower and the communication tower platform, the communication tower and the communication tower platform applied on the communication tower that are provided in the embodiment of the utility model decreases the steel usage and reducing the windage resistance area of the communication tower platform, so that the stress of the communication tower can be improved, thereby improving the overall safety of the communication tower.
Description
Technical field
The utility model relates to engineering design field, relates in particular to a kind of communication tower and communication tower platform.
Background technology
Along with the mobile communication technology development, the quantity of the communication tower of corresponding loading mobile communication antenna increases day by day, especially is placed in open-air communication high tower and is used more and more widely.Generally include more than one communication tower platform on communication tower, the main effect of communication tower platform is the carrying communication antenna, and provides working platform for the antenna maintenance personnel.Existing communication tower platform is generally outer platform, its structural representation as shown in Figure 1, communication tower platform 103 is a circular configuration, integral body is arranged on the body of the tower outside of communication tower, constitutes a bearing platform.The peripheral side of communication tower platform 103 is provided with the platform guardrail, is used for the protective effect that the staff to erection equipment or service equipment plays.And communication tower platform 103 is provided with population 105, is used for the staff and enters communication tower platform 103.In the installation process of communication tower, method by upper air installing, all are constituted getting the raw materials ready of communication tower platform 103 all winch to the high-altitude, and various getting the raw materials ready is connected to each other by structure shown in Figure 1, with bolt the communication tower platform that is formed by connecting is connected on the tabula 102 of communication tower again with bolt.Tabula 102 is the ingredients that constitute the communication tower body of the tower, is used to connect the king-post 101 of communication tower, plays fixation.In the lifting installation process of communication tower platform, need make population 103 be in the one side that communication tower has the side ladder, after guaranteeing the installation of communication tower platform, the staff can pass in and out the communication tower platform smoothly.Existing communication tower is generally all very high, and the communication tower platform often needs to be installed in the position near cat head.The area of existing communication tower platform is bigger, forms bigger windage area, and what make communication tower is subjected to wind effect bigger; And because the area of communication tower platform is bigger, cause the communication tower platform to use a lot of steel members, increase the gravity that existing communication tower bears, influence the safety of communication tower integral body.
The utility model content
The utility model embodiment provides a kind of communication tower and communication tower platform, to improve the stressing conditions of existing communication tower, improves the safety of communication tower integral body.
The communication tower that the utility model embodiment provides comprises: communication tower platform, this communication tower platform are arranged in the inner space of body of the tower of communication tower, and are connected with the tabula of communication tower.
The utility model embodiment also provides a kind of communication tower platform, comprising: connector is arranged on the edge of communication tower platform, in order to be connected with the tabula of communication tower; And supporting part, be connected on the described connector, constitute the weight-bearing surface in the inner space of the body of the tower be in communication tower.
The communication tower that the utility model embodiment provides and be applied to communication tower platform on this communication tower, reduced steel using amount with respect to existing communication tower platform, reduced the windage area of communication tower platform, make the stressing conditions of communication tower integral body improve, improved the safety of communication tower integral body.
Description of drawings
Fig. 1 is the structural representation of existing communication tower platform;
Fig. 2 is the communication tower platform structure schematic diagram that the utility model embodiment provides;
Fig. 3 is the structural representation of the platform guardrail of the communication tower that provides of the utility model embodiment;
Fig. 4 is the structural representation that communication tower that the utility model embodiment provides is provided with the platform guardrail of side ladder one side.
The specific embodiment
The utility model embodiment provides a kind of communication tower, comprises in the inner space of the body of the tower that is arranged on communication tower, and the communication tower platform that is connected with the tabula of communication tower, and be arranged on platform guardrail on the body of the tower diagonal brace.Save the steel using amount of whole communication tower greatly, reduced the windage area of communication tower platform, improved the stressing conditions of communication tower integral body, improved the safety of communication tower integral body.And the communication tower platform can adopt the whole mode of welding in advance, has reduced the quantity of getting the raw materials ready when install in the high-altitude, has reduced the difficulty of construction of upper air installing, has strengthened the upper air installing safety of construction simultaneously.
Communication tower platform set on the disclosed communication tower of the utility model can have the multiple form of the composition, and embodiment 1 provides a kind of structural representation of communication tower platform, as shown in Figure 2, comprising: connector 201, supporting part 202 and support member 203.Wherein critical piece is connector 201 and supporting part 202.Can be connected by welding manner between connector 201 and the supporting part 202, also can connect with the mode of rivet, connected mode requires to guarantee the firm and degree of stability of communication tower platform and integrally.Supporting part 202 can be the many bar-like member that be arranged in parallel, as the many round steel that be arranged in parallel, and perhaps many band steels that be arranged in parallel; Also can be the steel plate of a monoblock, perhaps other can carry communication equipment and staff's structure.Connector 201 can be but be not limited to be by the many angle steel general frame that is welded.On the connector 201 perforate is arranged, so that utilize bolt that connector 201 is connected with the tabula 102 of communication tower in the inner space of the body of the tower of communication tower.Supporting part 202 is connected with connector 201, constitutes the weight-bearing surface in the inner space of the body of the tower be in communication tower.Support member 203 can be but be not limited to be to be welded on the connector 201, and welds together with supporting part 202, supporting part 202 is played the effect of a support.The material of support member 203 can be but be not limited to be angle steel, and if supporting part 202 be many steel bars that be arranged in parallel or round steel, then support member 203 concerns it can is vertical with the position of supporting part 202, also can be oblique.If the communication tower platform comprises support member 203, then the quantity of support member 203 is at least 1.The communication tower platform is arranged on the communication tower platform on the three pipe towers as shown in Figure 2.Its connector 201 is the hexagonal structures that are welded by angle steel, comprise 3 long angle steel and 3 short angle steel, and long angle steel is crisscross arranged with the angle steel of weak point, and wherein 3 long angle steel are provided with perforate, are used to utilize bolt to be connected with the tabula 102 of communication tower.Support member 203 is that a root bead is connected on the angle steel on the connector 201, and and the supporting part 202 that constitutes of many round steel of be arrangeding in parallel between orthogonal.Between the many round steel that be arranged in parallel of formation supporting part 202 certain clearance can be set, the maximum magnitude in this gap is placed with suitable mobile communication equipment and the staff stands is as the criterion, draw the gap width that 70mm is a more excellent adjacent round steel through the actual count analysis result, this clearance distance can guarantee equipment is carried out the staff's of installation and maintenance safety, can form the appearance effect of hollow out comparatively attractive in appearance again, and can reduce the windage area of whole platform effectively, improve the safety of communication tower integral body.For the distortion of communication tower platform shape, and to the formed communication tower of the utility model spirit that do not break away from of conversion of the constituent material of communication tower platform obviously within protection domain of the present utility model.
The utility model embodiment 1 provides is arranged on communication tower platform on the communication tower, integral solder forms in advance, so use amount of bolt in the time of can having reduced upper air installing, reduce the installation steps of communication tower, it is convenient to install, reduced in the communication tower installation process probability that has an accident during work high above the ground greatly.Increased safety of construction.
Be arranged on communication tower platform on the communication tower corresponding to what the utility model embodiment 1 provided, embodiment 2 of the present utility model provides the platform guardrail of corresponding communication tower, this platform guardrail uses with the communication tower platform that embodiment 1 provides, and is arranged on the top, side of communication tower platform.Its structural representation comprises as shown in Figure 3 and Figure 4: the diagonal brace of communication tower 301 and be connected bar-like member 302 on the diagonal brace 301 of communication tower, and go up population 303, last population 303 is arranged on the communication tower body of the tower and includes the terraced side of side.Bar-like member 302 can but to be not limited to be steel bar, the communication tower platform guardrail that the utility model embodiment 2 provides is example with the steel bar.The diagonal brace 301 of communication tower is two steel bars that are connected mutual oblique between per two king-posts 101.Be connected by bolt between the diagonal brace 301 of communication tower and the king-post, be used for fixing the relative position between the king-post of communication tower.The platform guardrail of the communication tower that the utility model embodiment provides, diagonal brace 301 conduct bases have been utilized exactly as the communication tower of a communication tower body of the tower part, on the diagonal brace 301 of communication tower, connect or with the bar-like member 302 of rivet right quantity with bolt, thereby form the platform guardrail of communication tower, carry out to reach guarantee that equipment is installed and the purpose of the staff's of plant maintenance personal safety on the communication tower platform.And the one side that connects the side ladder of communication tower at the platform guardrail of communication tower is provided with population, passes in and out the communication tower platform to make things convenient for the staff, and mobile communication equipments such as antenna are carried out installation and maintenance.Be provided with population one side the platform guardrail structural representation as shown in Figure 4, the mode of the last population that is provided with on the platform guardrail is, lower position at the diagonal brace 301 of the communication tower that intersects is not provided with bar-like member 302, thereby form the leg-of-mutton population 303 of going up, the staff can pass in and out the communication tower platform smoothly by last population 303.Platform guardrail for the communication tower that provides at the foregoing description 2; the bar-like member 302 that connects the diagonal brace 301 of communication tower can be that to be not limited to be band steel; it also can be the member of reinforcing bar or other materials; and the quantity of member and mounting means do not limit to and structure shown in Figure 3 yet, but any structure of the protective effect that can play the staff all can.
The platform guard bar structure of the communication tower that the utility model embodiment 2 provides is simple, made full use of the structure member of communication tower body of the tower, further reduced the steel using amount of communication tower, and reduced the windage of platform guardrail itself, improve the stressing conditions of communication tower integral body, promoted the safety of communication tower integral body.
Obviously, those skilled in the art can carry out various changes and modification to the utility model and not break away from spirit and scope of the present utility model.Like this, if of the present utility model these are revised and modification belongs within the scope of the utility model claim and equivalent technologies thereof, then the utility model also is intended to comprise these changes and modification interior.
Claims (13)
1. a communication tower is characterized in that, comprising: communication tower platform, described communication tower platform are arranged in the inner space of body of the tower of communication tower, and are connected with the tabula of communication tower.
2. communication tower as claimed in claim 1 is characterized in that, described communication tower platform comprises:
Connector is arranged on the edge of described communication tower platform, is connected with the tabula of communication tower;
Supporting part links together with described connector, constitutes the weight-bearing surface of described communication tower platform.
3. communication tower as claimed in claim 2 is characterized in that, described communication tower platform also comprises at least one support member, and described support member connects described connector and described supporting part.
4. as claim 2 or 3 described communication towers, it is characterized in that described supporting part comprises the many bar-like member that be arranged in parallel.
5. communication tower as claimed in claim 4 is characterized in that, the spacing between the adjacent bar-like member is 70 millimeters.
6. communication tower as claimed in claim 2 is characterized in that, described connector is hexagonal structure.
7. communication tower as claimed in claim 1 is characterized in that, also comprises: the platform guardrail that is arranged on described communication tower side.
8. communication tower as claimed in claim 7 is characterized in that, described platform guardrail is made of the diagonal brace of communication tower and the bar-like member that is connected on the described diagonal brace.
9. communication tower as claimed in claim 7 is characterized in that, described platform guardrail is provided with population in the side that communication tower includes the side ladder.
10. communication tower as claimed in claim 1 is characterized in that, described communication tower is three pipe towers.
11. a communication tower platform is characterized in that, comprising:
Connector is arranged on the edge of described communication tower platform, in order to be connected with the tabula of communication tower; And
Supporting part is connected on the described connector, constitutes the weight-bearing surface in the inner space of the body of the tower be in communication tower.
12. communication tower platform as claimed in claim 11 is characterized in that, described communication tower platform also comprises at least one support member, and described support member connects described connector and described supporting part.
13., it is characterized in that described supporting part comprises the many bar-like member that be arranged in parallel as claim 11 or 12 described communication tower platforms.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202469920U CN201554254U (en) | 2009-11-12 | 2009-11-12 | Communication tower and communication tower platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202469920U CN201554254U (en) | 2009-11-12 | 2009-11-12 | Communication tower and communication tower platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201554254U true CN201554254U (en) | 2010-08-18 |
Family
ID=42613934
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202469920U Expired - Lifetime CN201554254U (en) | 2009-11-12 | 2009-11-12 | Communication tower and communication tower platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201554254U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104675176A (en) * | 2014-11-28 | 2015-06-03 | 浙江盛达铁塔有限公司 | Support angle steel and steel tower rest platform |
| CN112343396A (en) * | 2020-10-15 | 2021-02-09 | 南京然芸商贸有限公司 | Triangular stable wind-resistant intelligent manufacturing mobile communication tower |
-
2009
- 2009-11-12 CN CN2009202469920U patent/CN201554254U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104675176A (en) * | 2014-11-28 | 2015-06-03 | 浙江盛达铁塔有限公司 | Support angle steel and steel tower rest platform |
| CN104675176B (en) * | 2014-11-28 | 2018-11-30 | 浙江盛达铁塔有限公司 | A kind of support angle steel and steel tower half space |
| CN112343396A (en) * | 2020-10-15 | 2021-02-09 | 南京然芸商贸有限公司 | Triangular stable wind-resistant intelligent manufacturing mobile communication tower |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20100818 |
|
| CX01 | Expiry of patent term |