CN211498925U - Precast concrete tower footing structure - Google Patents
Precast concrete tower footing structure Download PDFInfo
- Publication number
- CN211498925U CN211498925U CN201922138143.XU CN201922138143U CN211498925U CN 211498925 U CN211498925 U CN 211498925U CN 201922138143 U CN201922138143 U CN 201922138143U CN 211498925 U CN211498925 U CN 211498925U
- Authority
- CN
- China
- Prior art keywords
- plate
- column
- base plate
- vertical guide
- guide rods
- 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
Links
Images
Landscapes
- Foundations (AREA)
Abstract
The utility model provides a precast concrete tower footing structure, which comprises a base plate, a vertical guide rod, a column plate and a crown plate; the base plate is a prefabricated part with a square cross section, the periphery of the base plate is provided with a base plate side wall which extends upwards and inclines inwards, and the base plate extends upwards and is provided with a plurality of vertical guide rods; the column plates are prefabricated components with square cross sections, through holes matched with the vertical guide rods are formed in the column plates, a plurality of column plates are mounted on the base plate through the vertical guide rods, and the column plates are provided with column plate side walls extending upwards and inclining outwards; the top plate is a prefabricated component with a square cross section, a through hole matched with the vertical guide rod is arranged on the top plate, the top plate is arranged on the column plate through the vertical guide rod, and the periphery of the top plate is provided with a top plate side wall extending upwards and inclining inwards; the top of the upright guide rod is provided with a threaded end, the threaded end extends to the surface of the top of the crown plate, and the threaded end is used for configuring a nut to fix the crown plate; the cross-sectional areas of the base plate, the column plate and the crown plate are the same.
Description
Technical Field
The utility model relates to a building field especially relates to a precast concrete tower footing structure.
Background
With the rapid growth of society, there are a large number of towers, such as mobile phone towers, throughout the country. Each tower has a foundation embedded in the ground to prevent the tower from collapsing. These foundations are constructed by making a hole in the ground and then filling it with concrete to form a foundation. Many towers are built in mountains or places where traffic is inconvenient, and mixed concrete in a fluid form needs to be transported to each construction point, which is costly, long in construction period and complicated in construction. Therefore, a prefabricated concrete tower foundation is urgently needed to solve the problems.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to prior art's defect and not enough, provide a precast concrete tower footing structure, adopt the utility model discloses a structure, base plate, column plate and crown plate are prefabricated component, at on-the-spot direct assembly installation, the construction is simple, and the time limit for a project is short, and base plate lateral wall, a plurality of column plate lateral walls and crown plate lateral wall can effectually act on with ground earth, prevent that the tower footing from inclining, and the tower footing is stable good.
In order to achieve the above object, the utility model adopts the following technical scheme: a precast concrete tower footing structure comprises a base plate, an upright guide rod, a column plate and a crown plate; the base plate is a prefabricated part with a square cross section, the periphery of the base plate is provided with a base plate side wall which extends upwards and inclines inwards, and the base plate extends upwards and is provided with a plurality of vertical guide rods; the column plates are prefabricated components with square cross sections, through holes matched with the vertical guide rods are formed in the column plates, a plurality of column plates are mounted on the base plate through the vertical guide rods, and the column plates are provided with column plate side walls extending upwards and inclining outwards; the top plate is a prefabricated component with a square cross section, a through hole matched with the vertical guide rod is arranged on the top plate, the top plate is arranged on the column plate through the vertical guide rod, and the periphery of the top plate is provided with a top plate side wall extending upwards and inclining inwards; the top of the upright guide rod is provided with a threaded end, the threaded end extends to the surface of the top of the crown plate, and the threaded end is used for configuring a nut to fix the crown plate; the cross-sectional areas of the base plate, the column plate and the crown plate are the same.
Preferably, the vertical guide rods are provided with 6, 2 vertical guide rods are in one group, and the vertical guide rods are divided into 3 groups and arranged in a triangular shape.
The utility model has the advantages that: adopt the utility model discloses a structure, base plate, column plate and guan ban are prefabricated component, at on-the-spot direct mount installation, and the construction is simple, and the time limit for a project is short, and base plate lateral wall, column plate lateral wall and guan ban lateral wall can effectually act on with ground earth, prevent that the column foot from inclining, and the column foot is stable good.
Drawings
The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the invention and together with the description serve to explain the principles of the invention.
Fig. 1 is a schematic diagram of a precast concrete tower foundation structure.
FIG. 2 is a schematic view of the assembly of the substrate and the guide bar.
FIG. 3 is a single side view of the tower base.
Wherein: 1 is a base plate, 2 is a vertical guide rod, 3 is a column plate, 4 is a crown plate, 5 is a nut, 21 is a threaded end, and 31 is a column plate side wall.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings 1-3.
As shown in fig. 1-3, a precast concrete tower foundation structure comprises a base plate 1, upright guide rods 2, column plates 3 and crown plates 4; the base plate 1 is a prefabricated component with a square cross section, the periphery of the base plate 1 is provided with a base plate side wall which extends upwards and inclines inwards, and the base plate 1 extends upwards and is provided with a plurality of vertical guide rods 2; the column plate 3 is a prefabricated component with a square cross section, the column plate 3 is provided with through holes matched with the upright guide rods 2, the base plate 1 is provided with a plurality of column plates 3 through the upright guide rods 2, and the column plates 3 are provided with column plate side walls 31 which extend upwards and incline outwards; the top plate 4 is a square cross-section-shaped prefabricated part, a through hole matched with the upright guide rod 2 is formed in the top plate 4, the top plate 4 is installed on the column plate 3 through the upright guide rod 2, and the periphery of the top plate 4 is provided with a top plate side wall extending upwards and inclining inwards; the top of the upright guide rod 2 is provided with a threaded end 21, the threaded end 21 extends to the top surface of the crown plate 4, and the threaded end 21 is used for configuring the nut 5 to fix the crown plate 4; the cross-sectional areas of the base plate 1, the column plate 3 and the crown plate 4 are the same.
In specific implementation, the upright guide rods 2 are provided with 6, and each 2 upright guide rods are divided into 3 groups which are arranged in a triangular shape.
Claims (2)
1. The utility model provides a precast concrete column foot structure which characterized in that: comprises a base plate, a vertical guide rod, a column plate and a crown plate; the base plate is a prefabricated part with a square cross section, the periphery of the base plate is provided with a base plate side wall which extends upwards and inclines inwards, and the base plate extends upwards and is provided with a plurality of vertical guide rods; the column plates are prefabricated components with square cross sections, through holes matched with the vertical guide rods are formed in the column plates, a plurality of column plates are mounted on the base plate through the vertical guide rods, and the column plates are provided with column plate side walls extending upwards and inclining outwards; the top plate is a prefabricated component with a square cross section, a through hole matched with the vertical guide rod is arranged on the top plate, the top plate is arranged on the column plate through the vertical guide rod, and the periphery of the top plate is provided with a top plate side wall extending upwards and inclining inwards; the top of the upright guide rod is provided with a threaded end, the threaded end extends to the surface of the top of the crown plate, and the threaded end is used for configuring a nut to fix the crown plate; the cross-sectional areas of the base plate, the column plate and the crown plate are the same.
2. A precast concrete tower foundation structure according to claim 1, wherein: the upright guide rods are provided with 6 guide rods, 2 guide rods are divided into 3 groups and arranged in a triangular shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922138143.XU CN211498925U (en) | 2019-12-03 | 2019-12-03 | Precast concrete tower footing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922138143.XU CN211498925U (en) | 2019-12-03 | 2019-12-03 | Precast concrete tower footing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211498925U true CN211498925U (en) | 2020-09-15 |
Family
ID=72413076
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922138143.XU Expired - Fee Related CN211498925U (en) | 2019-12-03 | 2019-12-03 | Precast concrete tower footing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211498925U (en) |
-
2019
- 2019-12-03 CN CN201922138143.XU patent/CN211498925U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US8782966B2 (en) | Base support for wind-driven power generators | |
| US5039256A (en) | Pinned foundation system | |
| US11976432B2 (en) | Foundation for wind turbine towers | |
| US9175493B2 (en) | Core component and tower assembly for a tower structure | |
| CN102561384A (en) | Steel hoop truss type elevated pile cap tower crane foundation construction method and structure | |
| CN211498925U (en) | Precast concrete tower footing structure | |
| CN102493439A (en) | Building fundamental pile constructional element | |
| CN109487811B (en) | Lateral root hole digging pile and mounting equipment thereof | |
| CN204510989U (en) | Multistage concrete towers cylinder integral structure | |
| CN115748735A (en) | Foundation pit support system with umbrella-shaped ring beam support and construction method | |
| US4999966A (en) | Method of forming an-before "immured" | |
| CN209162880U (en) | A kind of photovoltaic bracket basis for heavy grade landform | |
| CN203821398U (en) | Bracket and manufacturing tool of inner inclined support lower end of ground pit supporting structure | |
| CN111244825A (en) | Road-crossing cable laying structure and construction method thereof | |
| CN211314457U (en) | Flood control type wind power generation tower cylinder basis | |
| CN216664091U (en) | Precast pile mounting structure for hydraulic engineering | |
| CN114635430B (en) | Construction process for large-depth half-reverse excavation | |
| CN107401160B (en) | Precast pile with pile foundation | |
| CN214994021U (en) | Reinforcing apparatus of plate-like basis of shaft tower concrete | |
| CN108797593A (en) | A kind of engineering tubular pile basis | |
| CN219908894U (en) | Major diameter drilling highway engineering bored concrete pile | |
| CN214116587U (en) | Prefabricated spiral steel pile foundation | |
| CN221879094U (en) | Cement prefabricated enclosing wall easy to install | |
| CN218324287U (en) | Assembled enclosure structure | |
| CN213572015U (en) | Civil engineering cylindricality foundation pile structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20200915 |