CN211691732U - Single-pipe tower stiffened support reinforcing structure - Google Patents
Single-pipe tower stiffened support reinforcing structure Download PDFInfo
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- CN211691732U CN211691732U CN201922261618.4U CN201922261618U CN211691732U CN 211691732 U CN211691732 U CN 211691732U CN 201922261618 U CN201922261618 U CN 201922261618U CN 211691732 U CN211691732 U CN 211691732U
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Abstract
The utility model relates to a single-pipe tower stiffened support reinforcing structure, which comprises a tower body and an inclined support arranged at the bottom of the tower body and connected with a concrete foundation or an original machine room, wherein the tower body is sleeved with a hoop, and the upper end of the inclined support is fixedly connected with the hoop; the utility model discloses a be newly done the bracing in the bottom of current body of tower and reliably be connected with the single-pipe tower body of tower, carry out the body of tower to the single-pipe tower and consolidate, improved the bearing capacity of iron tower, satisfy the requirement that the iron tower can resist wind load after newly-increased antenna load, satisfy the safe handling requirement.
Description
Technical Field
The utility model relates to a single-pipe tower stiffened support reinforced structure.
Background
With the continuous development of the communication industry, the technology is continuously updated and is faster and faster from the earliest 2G technology to the 3G and 4G technologies and up to the current 5G technology, and the improvement of the technology brings better communication experience for users. However, the updating of the network technology also brings a severe test to the base station construction. Each base station is commonly used by a plurality of operators, and various network systems operate simultaneously, so that each base station is loaded with a large amount of equipment load. At present, a part of iron towers are in a full-load or even overload working state, certain potential safety hazards exist, and aiming at the problem that equipment is continuously added when the iron towers are overloaded or the iron towers are required to be fully loaded, a structure which is improved on the basis of the existing iron towers and is used for improving the stability is very necessary.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that a stiffened single-pipe tower is provided for reinforcing an iron tower and improving the bearing capacity of the tower.
The utility model adopts the technical proposal that: a single-pipe tower stiffened-support reinforcing structure comprises a tower body and an inclined support arranged at the bottom of the tower body and connected with a concrete foundation or an original machine room.
Furthermore, a hoop is sleeved on the tower body, and the upper end of the diagonal brace is fixedly connected with the hoop.
Furthermore, a fixing plate is arranged on the outer edge of the hoop, a connecting plate is arranged at the top end of the inclined strut, and the fixing plate is connected with the connecting plate.
Further, the fixing plate is welded with the connecting plate.
Furthermore, through holes corresponding to the positions of the fixing plate and the connecting plate are formed in the fixing plate and the connecting plate, and the fixing plate and the connecting plate are connected through rivets penetrating through the fixing plate and the connecting plate.
Furthermore, the inclined struts are uniformly arranged around the tower body.
Furthermore, a connecting seat is fixedly installed at the bottom of the inclined strut and connected with the concrete foundation or the original machine room.
Furthermore, the inclined strut is made of section steel or a round pipe.
The utility model discloses an actively the effect does: the utility model discloses a be newly done the bracing in the bottom of current body of tower and reliably be connected with the single-pipe tower body of tower, carry out the body of tower to the single-pipe tower and consolidate, improved the bearing capacity of iron tower, satisfy the requirement that the iron tower can resist wind load after newly-increased antenna load, satisfy the safe handling requirement. The utility model discloses a bracing is profile steel or pipe for single, and the concrete foundation is newly done on ground or original computer lab is utilized and is connected, and the iron tower side adopts staple bolt and bracing to be reliably connected, and through this kind of mode, gives the bracing with tower body load transmission, then passes on for the basis again, reduces the calculation length of body of the tower, guarantees the stability of structure.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Detailed Description
The utility model discloses a carry out modified structure on current single-pipe tower, as shown in figure 1, the utility model discloses a tower body 1 and the bracing 2 of setting in tower body 1 bottom and concrete foundation or original computer lab connection. And the bottom of the inclined strut 2 is fixedly provided with a connecting seat 6, and the connecting seat 6 is connected with a concrete foundation or an original machine room. According to the specific use environment, a newly made concrete foundation is selected or an original machine room is directly adopted as a base and is used for being connected with the bottom of the inclined strut.
The tower body 1 is sleeved with an anchor ear 3, and the upper end of the inclined strut 2 is fixedly connected with the anchor ear 3.
The outer edge of the hoop 3 is provided with a fixing plate 4, the top end of the inclined strut 2 is provided with a connecting plate 5, and the fixing plate 4 is connected with the connecting plate 5 and welded or riveted. When riveting is used, through holes are provided in the fixing plate 4 and the connecting plate 5 at corresponding positions for rivets to pass through.
In order to better improve the bearing capacity of the tower body, a plurality of inclined struts 2 are uniformly arranged around the tower body 1.
The inclined strut 2 is made of section steel or a round pipe.
The utility model discloses a through doing the bracing newly and pass through the staple bolt with the single-pipe tower body of the tower and reliably be connected, carry out reliably through mount pad 6 and base simultaneously and be connected, can effectively transmit the load that the body of the tower received for the base through bracing 2, the load that the dispersion body of the tower bore improves the bearing capacity of iron tower, satisfies the iron tower and can resist wind load after newly-increased antenna load, satisfies the requirement of safe handling.
The above embodiments are only used to illustrate the technical solution of the present invention, and not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the embodiments of the present invention.
Claims (7)
1. A single-pipe tower stiffened support reinforcing structure is characterized by comprising a tower body (1) and an inclined support (2) arranged at the bottom of the tower body (1) and connected with a concrete foundation or an original machine room;
the tower body (1) is sleeved with a hoop (3), and the upper end of the diagonal brace (2) is fixedly connected with the hoop (3).
2. The single-tube tower stiffened strut reinforcing structure of claim 1, wherein a fixing plate (4) is arranged on the outer edge of the hoop (3), a connecting plate (5) is arranged at the top end of the inclined strut (2), and the fixing plate (4) is connected with the connecting plate (5).
3. The single-tube tower-stiffened structure of claim 2, wherein the fixing plate (4) is welded to the connecting plate (5).
4. The single-tube tower-stiffened structure of claim 2, wherein the fixing plate (4) and the connecting plate (5) are provided with through holes at corresponding positions, and the fixing plate (4) and the connecting plate (5) are connected by rivets penetrating through the fixing plate (4) and the connecting plate (5).
5. The single-tube tower stiffened strut reinforcing structure of claim 1, wherein a plurality of the inclined struts (2) are uniformly arranged around the tower body (1).
6. The single-pipe tower stiffened support reinforcing structure of claim 1, wherein a connecting seat (6) is fixedly installed at the bottom of the inclined support (2), and the connecting seat (6) is connected with a concrete foundation or an original machine room.
7. The single-tube tower stiffened strut reinforcing structure of claim 1, wherein the inclined strut (2) adopts a section steel or a round tube.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922261618.4U CN211691732U (en) | 2019-12-17 | 2019-12-17 | Single-pipe tower stiffened support reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922261618.4U CN211691732U (en) | 2019-12-17 | 2019-12-17 | Single-pipe tower stiffened support reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211691732U true CN211691732U (en) | 2020-10-16 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922261618.4U Active CN211691732U (en) | 2019-12-17 | 2019-12-17 | Single-pipe tower stiffened support reinforcing structure |
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| Country | Link |
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| CN (1) | CN211691732U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115370215A (en) * | 2022-09-22 | 2022-11-22 | 中钢石家庄工程设计研究院有限公司 | Reinforcing apparatus of anticorrosive plain carbon steel communication tower of tombarthite |
-
2019
- 2019-12-17 CN CN201922261618.4U patent/CN211691732U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115370215A (en) * | 2022-09-22 | 2022-11-22 | 中钢石家庄工程设计研究院有限公司 | Reinforcing apparatus of anticorrosive plain carbon steel communication tower of tombarthite |
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