CN208815557U - A kind of signal tower pedestal installation system - Google Patents
A kind of signal tower pedestal installation system Download PDFInfo
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- CN208815557U CN208815557U CN201821478266.7U CN201821478266U CN208815557U CN 208815557 U CN208815557 U CN 208815557U CN 201821478266 U CN201821478266 U CN 201821478266U CN 208815557 U CN208815557 U CN 208815557U
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- steel plate
- lower margin
- tower
- margin steel
- reinforced
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Abstract
The utility model discloses a kind of signal tower pedestal installation systems, including reinforced concrete foundation, the upper end of reinforced concrete foundation is embedded with foundation bolt, foundation bolt top is provided with lower lower margin steel plate, the upper surface of lower lower margin steel plate is provided with reinforced pier, it is provided with lower margin steel plate above reinforced pier, tower body is provided with above upper lower margin steel plate, tower body is connected by high-strength bolt with upper lower margin steel plate.The utility model installs reinforced pier in former concrete foundation, and by foundation bolt adjusting tower basal part, effectively controls flatness control when signal tower installation；Pre-embedded anchoring bolts when construction install reinforced pier and tower body and adjust tower body height after-pouring concrete, improve signal tower basement construction quality；After reinforced pier and tower body can be processed outside the venue, Fast Installation is carried out at the scene, so that basement construction is convenient, fast efficiently, improves signal tower basement construction efficiency.
Description
Technical field
The utility model relates to construction field, in particular to a kind of signal tower pedestal installation system.
Background technique
Signal tower base member mounting portion point is the primary link of signal tower installation, and the construction of signal tower pedestal directly influences letter
The integral installation quality of number tower.
Traditional signal tower pedestal installation system is generally located at steel by the way that signal tower tower body is directly passed through foundation bolt
On the basis of reinforced concrete, not only difficulty of construction is larger in this way, but also tower body is directly located in concrete foundation, concrete foundation
Flatness also bad control, these all directly constrain the efficiency and quality of signal tower installation.
Therefore, it is badly in need of a kind of bad control of solution classical signal column foot seat installation system concrete foundation flatness, construction
The novel signal column foot seat installation system for the problems such as difficulty is big, construction efficiency is low.
Utility model content
It is difficult for the bad control of classical signal column foot seat installation system concrete foundation flatness, construction for the utility model
The problems such as degree is big, construction efficiency is low, provides that a kind of signal tower foundation flatness is easy to control, construction quality is good, high-efficient
Signal tower pedestal installation system.
Technical problem to be solved in the utility model is achieved through the following technical solutions:
A kind of signal tower pedestal installation system, including reinforced concrete foundation, the upper end of the reinforced concrete foundation are pre-
It is embedded with foundation bolt, the foundation bolt top is provided with lower lower margin steel plate, and the upper surface of the lower lower margin steel plate, which is provided with, to be added
Strong pier is provided with lower margin steel plate above the reinforced pier, tower body is provided with above the upper lower margin steel plate, and the tower body is logical
High-strength bolt is crossed to be connected with the upper lower margin steel plate.
Preferably, in above-mentioned technical proposal, the surrounding of the tower body bottom is welded with reinforcement steel plate.
Preferably, in above-mentioned technical proposal, one end of the foundation bolt is set in reinforced concrete foundation, the other end
It wears and is fixed on the lower lower margin steel plate.
Preferably, in above-mentioned technical proposal, one end of the high-strength bolt is set to below the upper lower margin steel plate, another
End is fixed on the pedestal of the tower body.
Preferably, in above-mentioned technical proposal, the thickness of the lower lower margin steel plate and the upper lower margin steel plate is 10mm.
Preferably, in above-mentioned technical proposal, the foundation bolt is No. 38 foundation bolts, and the high-strength bolt is No. 28 height
Strength bolt.
Preferably, in above-mentioned technical proposal, the reinforced pier with a thickness of 3mm.
Preferably, in above-mentioned technical proposal, between the reinforced pier and the lower lower margin steel plate, the upper lower margin steel plate
To be welded to connect.
Utility model above-mentioned technical proposal, has the following beneficial effects:
The signal tower pedestal installation system of the utility model, installs reinforced pier, and pass through ground in former concrete foundation
Foot bolt adjusting tower basal part effectively controls flatness control when signal tower installation；Pre-embedded anchoring bolts when construction, installation add
Strong pier and tower body simultaneously adjust tower body height after-pouring concrete, improve signal tower basement construction quality；Reinforced pier and tower body can
After being processed outside the venue, Fast Installation is carried out at the scene, so that basement construction is convenient, fast efficiently, improves signal column foot
Seat construction efficiency.
Detailed description of the invention
Fig. 1 is the main view of the signal tower pedestal installation system of the utility model.
Fig. 2 is the face the A-A cross-sectional view of Fig. 1.
Fig. 3 is the face the B-B cross-sectional view of Fig. 1.
Wherein: 1, reinforced concrete foundation, 2, reinforced pier, 3, tower body, 4, lower lower margin steel plate, 5, foundation bolt, 6, Shangdi
Foot steel plate, 7, high-strength bolt, 8, reinforcement steel plate.
Specific embodiment
Specific embodiment of the present utility model is described in detail below, it is practical new in order to further understand this
Type.
Fig. 1 is the main view of the signal tower pedestal installation system of the utility model.Fig. 2 is the face the A-A cross-sectional view of Fig. 1.Fig. 3
It is the face the B-B cross-sectional view of Fig. 1.It is as shown in the figure:
A kind of signal tower pedestal installation system successively includes reinforced concrete foundation 1, reinforced pier 2 and tower from the bottom to top
Body 3.Specifically:
The upper end of reinforced concrete foundation 1 is embedded with foundation bolt 5, and 5 top of foundation bolt is provided with lower lower margin steel plate 4,
The upper surface of lower lower margin steel plate 4 is provided with reinforced pier 2, and the top of reinforced pier 2 is provided with lower margin steel plate 6, on upper lower margin steel plate 6
Side is provided with tower body 3, and tower body 3 is connected by high-strength bolt 7 with upper lower margin steel plate 6.The surrounding of 3 bottom of tower body is welded with reinforcement steel
Plate 8.
Specifically, one end of foundation bolt 5 is set in reinforced concrete foundation 1, the other end can be crossed on lower margin steel plate 4
Aperture, be fixed on lower lower margin steel plate 4 after passing through by nut.One end of high-strength bolt 7 is set under lower margin steel plate 6
Side, the other end pass through the pedestal of upper lower margin steel plate 6 and tower body 3, are fixed on the pedestal of tower body 3 eventually by spiral shell.
Preferably, the thickness of lower lower margin steel plate 4 and upper lower margin steel plate 6 is 10mm.Foundation bolt 5 is No. 38 lower margin spiral shells
Bolt, high-strength bolt 7 are No. 28 high-strength bolts.Reinforced pier 2 with a thickness of 3mm.Certainly, the utility model is not limited thereto, this
Field technical staff can voluntarily select suitably sized as needed.
It preferably, is to be welded to connect between reinforced pier 2 and lower lower margin steel plate 4, upper lower margin steel plate 6.
Production and use process is as follows:
Select 5, No. 28 high-strength bolts 7 of No. 38 foundation bolts, the lower lower margin steel plate 4 of 10mm thickness, 10mm thickness upper lower margin steel
The reinforced pier 2 of plate 6,3mm thickness.
Four No. 38 foundation bolts 5 are embedded in reinforced concrete foundation 1, by in concrete foundation 1 with steel bar welding
Capable positioning is tapped into, the lower lower margin steel plate 4 of 10mm thickness, the fixed foundation bolt of lower 4 four corners of lower margin steel plate are installed in 5 top of foundation bolt
5, the levelness that foundation bolt 5 adjusts column foot seat is turned at this time, the reinforced pier 2 of 3mm thickness is welded on lower lower margin steel plate 4, is reinforced
Pier 2 is welded with the upper lower margin steel plate of 10mm thickness, upper lower margin steel plate 6 and tower body to improve signal tower pedestal intensity on reinforced pier 2
12 No. 28 high-strength bolts 7 are installed, this completes the installation of signal tower pedestal leveling between pedestal.Similar installation later
After fixing and leveling other three signal tower pedestals, 3 pedestal of tower body and upper lower margin steel plate 6 are fixed, in 3 bottom surrounding of tower body
It is welded and fixed and reinforces steel plate 8, and pouring reinforcement concrete basis 1.
The signal tower pedestal installation system of the utility model, installs reinforced pier, and pass through ground in former concrete foundation
Foot bolt adjusting tower basal part effectively controls flatness control when signal tower installation；Pre-embedded anchoring bolts when construction, installation add
Strong pier and tower body simultaneously adjust tower body height after-pouring concrete, improve signal tower basement construction quality；Reinforced pier and tower body can
After being processed outside the venue, Fast Installation is carried out at the scene, so that basement construction is convenient, fast efficiently, improves signal column foot
Seat construction efficiency.
Although the utility model is disclosed as above with embodiment, so it is not intended to limit the utility model, any ability
Field technique personnel can make a variety of different selections and modification, therefore this without departing from the spirit and scope of the utility model
The protection scope of utility model is limited by claims and its equivalents.
Claims (8)
1. a kind of signal tower pedestal installation system, which is characterized in that including reinforced concrete foundation (1), the armored concrete
The upper end of basic (1) is embedded with foundation bolt (5), and foundation bolt (5) top is provided with lower lower margin steel plate (4), under described
The upper surface of lower margin steel plate (4) is provided with reinforced pier (2), is provided with lower margin steel plate (6), institute above the reinforced pier (2)
It states and is provided with tower body (3) above lower margin steel plate (6), the tower body (3) passes through high-strength bolt (7) and the upper lower margin steel plate
(6) it is connected.
2. signal tower pedestal installation system according to claim 1, which is characterized in that the surrounding of tower body (3) bottom
It is welded with and reinforces steel plate (8).
3. signal tower pedestal installation system according to claim 1, which is characterized in that one end of the foundation bolt (5)
It is set in reinforced concrete foundation (1), the other end wears and is fixed on the lower lower margin steel plate (4).
4. signal tower pedestal installation system according to claim 1, which is characterized in that one end of the high-strength bolt (7)
It is set to below the upper lower margin steel plate (6), the other end is fixed on the pedestal of the tower body (3).
5. signal tower pedestal installation system according to claim 1, which is characterized in that the lower lower margin steel plate (4) and institute
The thickness for stating lower margin steel plate (6) is 10mm.
6. signal tower pedestal installation system according to claim 1, which is characterized in that the foundation bolt (5) is No. 38
Foundation bolt, the high-strength bolt (7) are No. 28 high-strength bolts.
7. signal tower pedestal installation system according to claim 1, which is characterized in that the reinforced pier (2) with a thickness of
3mm。
8. signal tower pedestal installation system according to claim 1, which is characterized in that the reinforced pier (2) and it is described under
It is to be welded to connect between lower margin steel plate (4), the upper lower margin steel plate (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821478266.7U CN208815557U (en) | 2018-09-10 | 2018-09-10 | A kind of signal tower pedestal installation system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821478266.7U CN208815557U (en) | 2018-09-10 | 2018-09-10 | A kind of signal tower pedestal installation system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208815557U true CN208815557U (en) | 2019-05-03 |
Family
ID=66276594
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821478266.7U Expired - Fee Related CN208815557U (en) | 2018-09-10 | 2018-09-10 | A kind of signal tower pedestal installation system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208815557U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110485556A (en) * | 2019-07-26 | 2019-11-22 | 北京建筑大学 | A kind of assembled cold-rolled forming section plate-column structure compartment-type flanged joint system and its construction method |
| CN110485555A (en) * | 2019-07-26 | 2019-11-22 | 北京建筑大学 | A kind of assembled slab column system and its construction method with compound shear wall |
-
2018
- 2018-09-10 CN CN201821478266.7U patent/CN208815557U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110485556A (en) * | 2019-07-26 | 2019-11-22 | 北京建筑大学 | A kind of assembled cold-rolled forming section plate-column structure compartment-type flanged joint system and its construction method |
| CN110485555A (en) * | 2019-07-26 | 2019-11-22 | 北京建筑大学 | A kind of assembled slab column system and its construction method with compound shear wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190503 Termination date: 20200910 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |