CN216277206U - Reinforced structure suitable for single-pipe tower column foot bolt - Google Patents
Reinforced structure suitable for single-pipe tower column foot bolt Download PDFInfo
- Publication number
- CN216277206U CN216277206U CN202122179089.0U CN202122179089U CN216277206U CN 216277206 U CN216277206 U CN 216277206U CN 202122179089 U CN202122179089 U CN 202122179089U CN 216277206 U CN216277206 U CN 216277206U
- Authority
- CN
- China
- Prior art keywords
- fixed
- concrete
- plate
- pipe tower
- planting
- 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.)
- Active
Links
Images
Landscapes
- Foundations (AREA)
Abstract
The utility model discloses a reinforcing structure suitable for a single-pipe tower foot bolt, which comprises a single-pipe tower, outer-coated concrete and fixed concrete, wherein an upper positioning plate is arranged above the outer-coated concrete, a lower positioning plate is arranged inside the outer-coated concrete, longitudinal planting ribs are arranged inside the outer-coated concrete, the fixed concrete is arranged inside the outer-coated concrete, the single-pipe tower is arranged above the fixed concrete, a tower bottom plate is arranged at the bottom of the single-pipe tower, a flange plate is welded outside the tower bottom plate, the tower bottom plate is fixedly connected with the fixed concrete through a plurality of fixed planting ribs, the fixed planting ribs are positioned inside the fixed concrete, a stabilizing plate is arranged inside the fixed concrete, the outer-coated concrete is fixedly connected with the fixed concrete through the transverse planting ribs, the outer-coated concrete and the fixed concrete are reinforced by the transverse planting ribs during pouring, so that the connection stability of the single-pipe tower and the ground is improved, the problem of single-pipe tower current installation in-process steel component bearing capacity is not enough is solved.
Description
Technical Field
The utility model relates to the technical field of single-pipe tower installation, in particular to a reinforcing structure suitable for a single-pipe tower foot bolt.
Background
Due to the large-scale construction of 5G, the base station site planning is more and more intensive, and a large number of newly-built ground communication single pipe towers or a large number of original communication single pipe towers are required. When utilizing original communication single-pipe tower to carry 5G antenna equipment, the more the antenna hangs more on the original communication single-pipe tower, and the load that original communication single-pipe tower bore increases, leads to a large amount of original communication single-pipe tower rag bolt tensile strength to exceed standard allowable value. The existing solution is to reinforce the foundation bolt of the communication single-pipe tower, and the problem that the tension of the foundation bolt caused by the mounted 5G antenna exceeds the allowable value can be solved, so that the 5G antenna is promoted to be quickly constructed, but most of the existing reinforcement methods are complex in structure and high in production and installation cost, and therefore the reinforcement structure suitable for the foundation bolt of the single-pipe tower is provided.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problems, the utility model aims to provide a reinforcing structure suitable for a single-pipe tower foot bolt, wherein outsourcing concrete and fixing concrete are reinforced by adopting transverse embedded bars during pouring, so that the connection stability of the single-pipe tower and the ground is improved, and the problem of insufficient bearing capacity of a steel member in the existing installation and use process of the single-pipe tower is solved; with the outside and the ring flange welding of tower bottom plate, the tower bottom plate is through a plurality of fixed planting muscle and fixed concrete fixed connection, pour fixed planting muscle in the inside of fixed concrete, inside at fixed concrete sets up the steadying plate, the one end of vertical planting muscle is pegged graft in the locating hole on the locating plate down and is fixed through locking bolt, the other end of vertical planting muscle is pegged graft in the locating hole on the last locating plate and is fixed through locking bolt, the one end of vertical planting muscle is pegged graft in the locating hole on the ring flange and is fixed through locking bolt, the overall form is simple, can utilize current shaped steel processing preparation, it is convenient to install, high stability, it is dark to have solved traditional single-tube column installation ground, problem with high costs.
The purpose of the utility model can be realized by the following technical scheme:
the utility model provides a reinforced structure suitable for single-pipe tower column foot bolt, includes single-pipe tower, outsourcing concrete and fixed concrete, the top of outsourcing concrete is provided with the locating plate, the inside of outsourcing concrete is provided with down the locating plate, the inside of outsourcing concrete is provided with vertical planting muscle, the inside of outsourcing concrete is provided with fixed concrete, the top of fixed concrete is provided with the single-pipe tower, the bottom of single-pipe tower is provided with the bottom plate of the tower, the outside welding of bottom plate of the tower has the ring flange, the bottom plate of the tower is through a plurality of fixed planting muscle and fixed concrete fixed connection, fixed planting muscle is located the inside of fixed concrete, the inside of fixed concrete is provided with the steadying plate, outsourcing concrete and fixed concrete are through horizontal planting muscle fixed connection.
As a further scheme of the utility model: the upper positioning plate is provided with a plurality of positioning holes in an annular array, the lower positioning plate is provided with a plurality of positioning holes in an annular array, two ends of the longitudinal planting bar are provided with threads, one end of the longitudinal planting bar is inserted into the positioning holes in the lower positioning plate and fixed through a locking bolt, and the other end of the longitudinal planting bar is inserted into the positioning holes in the upper positioning plate and fixed through the locking bolt.
As a further scheme of the utility model: the flange plate is provided with a plurality of positioning holes in an annular array, one end of the longitudinal embedded rib is inserted into the positioning holes in the flange plate and is fixed through locking bolts, and the flange plate and the upper positioning plate are located at the same end of the longitudinal embedded rib.
As a further scheme of the utility model: one end of the fixed planting bar is fixedly connected with the stabilizing plate through a locking bolt, and the other end of the fixed planting bar is fixedly connected with the tower bottom plate through a locking bolt.
As a further scheme of the utility model: the upper positioning plate and the lower positioning plate have the same structure.
The utility model has the beneficial effects that:
according to the utility model, the outsourcing concrete and the fixed concrete are reinforced by adopting the transverse embedded bars during pouring, so that the connection stability of the single-pipe tower and the ground is improved, and the problem of insufficient bearing capacity of a steel member in the existing installation and use processes of the single-pipe tower is solved;
with the outside and the ring flange welding of tower bottom plate, the tower bottom plate is through a plurality of fixed planting muscle and fixed concrete fixed connection, pour fixed planting muscle in the inside of fixed concrete, inside at fixed concrete sets up the steadying plate, the one end of vertical planting muscle is pegged graft in the locating hole on the locating plate down and is fixed through locking bolt, the other end of vertical planting muscle is pegged graft in the locating hole on the last locating plate and is fixed through locking bolt, the one end of vertical planting muscle is pegged graft in the locating hole on the ring flange and is fixed through locking bolt, the overall form is simple, can utilize current shaped steel processing preparation, it is convenient to install, high stability, it is dark to have solved traditional single-tube column installation ground, problem with high costs.
Drawings
The utility model will be further described with reference to the accompanying drawings.
FIG. 1 is a schematic cross-sectional view of the mounting structure of the present invention;
FIG. 2 is a schematic view of the upper positioning plate of the present invention;
fig. 3 is a schematic view of the flange structure of the present invention.
In the figure: 1. a single-tube column; 2. fixing the embedded steel bars; 3. a tower floor; 4. longitudinally planting bars; 5. locking the bolt; 6. a flange plate; 7. an upper positioning plate; 8. a lower positioning plate; 9. transversely planting ribs; 10. concrete is coated outside; 20. fixing concrete; 21. a stabilizing plate; 78. and (7) positioning the holes.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-3, the present invention is a reinforced structure for a single-pipe tower foot bolt, including a single-pipe tower 1, an outer-wrapped concrete 10 and a fixed concrete 20, wherein an upper positioning plate 7 is disposed above the outer-wrapped concrete 10, a lower positioning plate 8 is disposed inside the outer-wrapped concrete 10, a longitudinal planting bar 4 is disposed inside the outer-wrapped concrete 10, the fixed concrete 20 is disposed inside the outer-wrapped concrete 10, the single-pipe tower 1 is disposed above the fixed concrete 20, a tower bottom plate 3 is disposed at the bottom of the single-pipe tower 1, a flange 6 is welded outside the tower bottom plate 3, the tower bottom plate 3 is fixedly connected with the fixed concrete 20 through a plurality of fixed planting bars 2, the fixed planting bars 2 are disposed inside the fixed concrete 20, a stabilizing plate 21 is disposed inside the fixed concrete 20, the outer-wrapped concrete 10 is fixedly connected with the fixed concrete 20 through a transverse planting bar 9, outsourcing concrete 10 and fixed concrete 20 adopt horizontal bar planting 9 to consolidate when pouring, have increased the stability that single-pipe tower 1 and ground are connected, have solved the not enough problem of steel member bearing capacity in the current installation use of single-pipe tower 1.
The upper positioning plate 7 is provided with a plurality of positioning holes 78 in an annular array, the lower positioning plate 8 is provided with a plurality of positioning holes 78 in an annular array, two ends of the longitudinal embedded bar 4 are provided with threads, one end of the longitudinal embedded bar 4 is inserted into the positioning holes 78 on the lower positioning plate 8 and fixed through the locking bolts 5, and the other end of the longitudinal embedded bar 4 is inserted into the positioning holes 78 on the upper positioning plate 7 and fixed through the locking bolts 5.
The flange plate 6 is provided with a plurality of positioning holes 78 in an annular array, one end of the longitudinal embedded bar 4 is inserted into the positioning holes 78 on the flange plate 6 and fixed by the locking bolts 5, the flange plate 6 and the upper positioning plate 7 are positioned at the same end of the longitudinal embedded bar 4, one end of the fixed embedded bar 2 is fixedly connected with the stabilizing plate 21 by the locking bolts 5, the other end of the fixed embedded bar 2 is fixedly connected with the tower bottom plate 3 by the locking bolts 5, the upper positioning plate 7 and the lower positioning plate 8 have the same structure, the outer part of the tower bottom plate 3 is welded with the flange plate 6, the tower bottom plate 3 is fixedly connected with the fixed concrete 20 by a plurality of fixed embedded bars 2, the fixed embedded bar 2 is poured into the fixed concrete 20, the stabilizing plate 21 is arranged inside the fixed concrete 20, one end of the longitudinal embedded bar 4 is inserted into the positioning holes 78 on the lower positioning plate 8 and fixed by the locking bolts 5, the other end of the longitudinal bar planting 4 is inserted into the positioning hole 78 on the upper positioning plate 7 and is fixed through the locking bolt 5, one end of the longitudinal bar planting 4 is inserted into the positioning hole 78 on the flange plate 6 and is fixed through the locking bolt 5, the whole form is simple, the existing profile steel processing and manufacturing can be utilized, the installation is convenient, the stability is strong, and the problems that the foundation is deep and the cost is high in the installation of the traditional single-pipe tower 1 are solved.
The working principle is as follows: during installation, first go up locating plate 7 and lower locating plate 8 and carry out fixed connection through a plurality of vertical planting muscle 4, cup joint flange plate 6 and be fixed in one side of last locating plate 7 again, then the subassembly after will assembling is arranged in the installation tower foundation ditch of single-pipe tower 1, then concrete placement, simultaneously place horizontal planting muscle 9 in the concrete inboard of pouring, form outsourcing concrete 10 after the concrete solidifies, then be fixed in the bottom of single-pipe tower 1 with the one end of fixed planting muscle 2, and at the other end fixed mounting stabilizer plate 21 of fixed planting muscle 2, then place the well assembled single-pipe tower 1 in outsourcing concrete 10, carry out welded connection with flange plate 6 with tower bottom plate 3 of single-pipe tower 1, concrete placement in the inside of outsourcing concrete 10 at last, obtain fixed concrete 20 after solidifying, be about to single-pipe tower 1 is fixed.
The foregoing is merely exemplary and illustrative of the present invention, and various modifications, additions and substitutions of the specific embodiments described herein may be made by those skilled in the art without departing from the scope of the utility model as defined in the accompanying claims.
Claims (5)
1. The utility model provides a reinforced structure suitable for single-pipe tower column foot bolt, includes single-pipe tower (1), outsourcing concrete (10) and fixed concrete (20), its characterized in that, the top of outsourcing concrete (10) is provided with locating plate (7), the inside of outsourcing concrete (10) is provided with down locating plate (8), the inside of outsourcing concrete (10) is provided with vertical planting muscle (4), the inside of outsourcing concrete (10) is provided with fixed concrete (20), the top of fixed concrete (20) is provided with single-pipe tower (1), the bottom of single-pipe tower (1) is provided with bottom plate (3), the external weld of bottom plate (3) has ring flange (6), bottom plate (3) is through a plurality of fixed planting muscle (2) and fixed concrete (20) fixed connection, fixed planting muscle (2) are located the inside of fixed concrete (20), the inside of fixed concrete (20) is provided with stabilizer plate (21), outsourcing concrete (10) and fixed concrete (20) are through horizontal planting muscle (9) fixed connection.
2. The reinforcing structure suitable for the single-pipe tower foot bolt is characterized in that a plurality of positioning holes (78) are formed in the upper positioning plate (7) in an annular array mode, a plurality of positioning holes (78) are formed in the lower positioning plate (8) in an annular array mode, threads are formed in two ends of the longitudinal planting ribs (4), one ends of the longitudinal planting ribs (4) are inserted into the positioning holes (78) in the lower positioning plate (8) and fixed through the locking bolts (5), and the other ends of the longitudinal planting ribs (4) are inserted into the positioning holes (78) in the upper positioning plate (7) and fixed through the locking bolts (5).
3. The reinforcing structure suitable for the single-tube tower foot bolt is characterized in that a plurality of positioning holes (78) are formed in the flange plate (6) in an annular array, one end of the longitudinal embedded rib (4) is inserted into the positioning holes (78) in the flange plate (6) and is fixed through the locking bolts (5), and the flange plate (6) and the upper positioning plate (7) are located at the same end of the longitudinal embedded rib (4).
4. The reinforcing structure suitable for the single-pipe tower foot bolt according to claim 1, wherein one end of the fixed planting bar (2) is fixedly connected with the stabilizing plate (21) through a locking bolt (5), and the other end of the fixed planting bar (2) is fixedly connected with the tower bottom plate (3) through the locking bolt (5).
5. The reinforcing structure for the single-tube tower foot bolt according to claim 1, characterized in that the upper positioning plate (7) and the lower positioning plate (8) have the same structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122179089.0U CN216277206U (en) | 2021-09-09 | 2021-09-09 | Reinforced structure suitable for single-pipe tower column foot bolt |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122179089.0U CN216277206U (en) | 2021-09-09 | 2021-09-09 | Reinforced structure suitable for single-pipe tower column foot bolt |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216277206U true CN216277206U (en) | 2022-04-12 |
Family
ID=81062601
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122179089.0U Active CN216277206U (en) | 2021-09-09 | 2021-09-09 | Reinforced structure suitable for single-pipe tower column foot bolt |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216277206U (en) |
-
2021
- 2021-09-09 CN CN202122179089.0U patent/CN216277206U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106149873A (en) | Prefabricated assembled concrete frame construction and preparation method thereof | |
| CN109736438A (en) | A kind of concrete filled steel tube connects with steel tube device and its construction method | |
| CN201288328Y (en) | Beam-plate integrated prefabricated split mounting type tower crane fixed foundation | |
| CN204898706U (en) | Steel pipe pile foundation communication tower structure | |
| CN216277206U (en) | Reinforced structure suitable for single-pipe tower column foot bolt | |
| CN210459269U (en) | High-order tower trickle post | |
| CN211776284U (en) | Lamp pole with miniature basic station | |
| CN111622347A (en) | Cross-shaped node connecting structure of assembled frame structure and construction method thereof | |
| CN108277817B (en) | Construction method of high-pile bearing platform tower crane foundation reinforcing structure | |
| CN211873074U (en) | Steel structure reinforced foundation ring of mountain land wind driven generator foundation | |
| CN109457868A (en) | A kind of steel tube concrete column feet node and its construction method | |
| CN214219929U (en) | Unilateral formwork reinforced structure of basement outer wall | |
| CN114457922A (en) | Steel column pre-embedding process for railway overhead canopy | |
| CN208293754U (en) | A kind of steel core concrete column-steel plate concrete ring beam joint | |
| CN209799529U (en) | communication tower prefabricated base convenient for wiring | |
| CN208685594U (en) | A kind of novel pre-stressed tubular pole that photovoltaic plant uses | |
| CN208907211U (en) | A kind of Hoisting Steel Pipe Arch hoisting frame | |
| CN108104136B (en) | Foundation pit supporting structure and construction method thereof | |
| CN110747875A (en) | Construction method for building scaffold for open caisson construction of cyclone tank | |
| CN220769631U (en) | Prefabricated concrete double-truss fan lifting base | |
| CN218373987U (en) | Connecting structure of micro pile and assembly type foundation | |
| CN217104691U (en) | Novel supporting template for highway bridge pier | |
| CN219011192U (en) | Foundation trench maintenance filling pile structure | |
| CN217460656U (en) | Circuit tower with embedded foundation | |
| CN216156338U (en) | Bent cap structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |