CN205822850U - Station, mountain region, assembled basis - Google Patents
Station, mountain region, assembled basis Download PDFInfo
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- CN205822850U CN205822850U CN201620352105.8U CN201620352105U CN205822850U CN 205822850 U CN205822850 U CN 205822850U CN 201620352105 U CN201620352105 U CN 201620352105U CN 205822850 U CN205822850 U CN 205822850U
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Abstract
This utility model relates to a kind of communication base station, especially relates to station, mountain region, a kind of assembled basis.This station, mountain region, assembly basis, including sole plate, machine room and communication tower, machine room and communication tower are positioned on sole plate, described sole plate top surface edge is provided with counterweight enclosure wall, counterweight enclosure wall includes the counterweight prefabricated section of several folded sieve, counterweight prefabricated section upper surface is provided with at least one positioning convex, counterweight prefabricated section lower surface is provided with locating slot, locating slot matches with the positioning convex of another counterweight prefabricated section, running through counterweight prefabricated section at positioning convex and be provided with hole, location, running through in hole, location has positioning screw.This utility model has and is capable of quickly building a station, excavates basis without scene, avoids excavating risk, reduces difficulty of building a station, shortens the beneficial effects such as cycle of building a station.
Description
Technical field
This utility model relates to a kind of communication base station, especially relates to station, mountain region, a kind of assembled basis.
Background technology
Existing field, first-class many places, mountain website transportation inconvenience, but in order to reach the structural strength of machine room and communication tower,
Basis is dug at needs scene.The most even undermine on mountain region basis, and whole Engineering Task amount is big, and the cycle is long, it is impossible to reach
To quickly building a station, big with mountain region foundation excavation difficulty the most in the wild, excavate risk big, be prone to accidents.
Utility model content
This utility model is primarily directed to the problems referred to above, it is provided that one is capable of quickly building a station, excavating base without scene
Plinth, avoid excavating risk, reduce difficulty of building a station, shorten the station, mountain region, assembled basis in cycle of building a station.
The purpose of this utility model is mainly achieved by following proposal: station, mountain region, a kind of assembled basis, including
Sole plate, machine room and communication tower, machine room and communication tower are positioned on sole plate, and described sole plate top surface edge is arranged
The counterweight prefabricated section of several folded sieve, counterweight prefabricated section upper surface are provided with at least one to have counterweight enclosure wall, counterweight enclosure wall to include
Positioning convex, counterweight prefabricated section lower surface is provided with locating slot, and locating slot matches with the positioning convex of another counterweight prefabricated section
Closing, run through counterweight prefabricated section and be provided with hole, location at positioning convex, running through in hole, location has positioning screw.In the position that needs are built a station
Put immobilizing foundation base, machine room and communication tower be fixed on sole plate, machine room can be house structure can also be rack
Structure.Top surface edge at sole plate builds counterweight enclosure wall, and counterweight enclosure wall can increase the downward of sole plate effectively
Pressure, it is to avoid sole plate rollover causes communication tower to tilt.Counterweight enclosure wall is utilized to increase the counterweight of sole plate, it is not necessary to excavate ground
Basis is buried in face underground, shortens the cycle built a station.Counterweight enclosure wall is folded sieve by counterweight prefabricated section and is built, and counterweight prefabricated section can be pre-
First produce, transport to location site of building a station and fold sieve installation, accelerate speed of building a station.Flatness and reality according to sole plate are subject to
Power is analyzed, and selects to increase in relevant position the height of counterweight enclosure wall, i.e. increases the number of counterweight prefabricated section so that sole plate is real
Border uniform force.Counterweight prefabricated section upper surface is provided with at least one positioning convex, and counterweight prefabricated section lower surface is provided with location
Groove, locating slot matches with the positioning convex of another counterweight prefabricated section, when two counterweight prefabricated sections fold sieve up and down, top
The positioning convex of the counterweight prefabricated section below the locating slot correspondence of counterweight prefabricated section lower surface, the counterweight prefabricated section below utilization
Positioning convex is spacing to the locating slot of the counterweight prefabricated section of top, it is achieved the most folded sieve of counterweight prefabricated section, and can be to joining
Weight prefabricated section precise positioning, it is ensured that counterweight prefabricated section uniform force.After the most folded sieve of counterweight prefabricated section completes, use location spiral shell
Bar vertically runs through the hole, location on counterweight prefabricated section, makes longitudinal counterweight prefabricated section be cascaded by positioning screw, and adopts
Compress location with nut pressing plate, strengthen the firmness of the counterweight enclosure wall that whole counterweight prefabricated section is built.Utilize joining of this structure
Weight prefabricated section builds counterweight enclosure wall to increase the counterweight pressure of sole plate, shortens and builds a station the cycle, it is not necessary to on-the-spot basis of excavating, fall
The difficulty built a station in low mountain region and risk, whole base station construction is easy to a dead lift.
As preferably, described counterweight prefabricated section is cuboid.Counterweight prefabricated section is cuboid, transversely or longitudinally appoint
Anticipate and can plane laminating contact between adjacent two counterweight prefabricated sections, reduce the gap between counterweight prefabricated section, increase mutual
The firmness of support.
As preferably, described counterweight prefabricated section is provided with two positioning convex, between two positioning convex axis
Distance is positioning convex axis to 2 times of the distance of adjacent three sides of counterweight prefabricated section.Arrange on each counterweight prefabricated section
Two positioning convex, corresponding arranges two locating slots, owing to the distance between two positioning convex axis is positioning convex axle
Line is to 2 times of distance of adjacent three sides of counterweight prefabricated section, i.e. when after two counterweight prefabricated sections docking of lower section, top
Counterweight prefabricated section just can be positioned at the surface of two counterweight prefabricated section junctions, lower section, and now, the counterweight of top is prefabricated
The positioning convex that two locating slots of block lower surface are just distinguished below correspondence on two counterweight prefabricated sections, makes each layer
Counterweight prefabricated section staggers one by one relative to the counterweight prefabricated section of neighbouring two-layer, it is possible to by pressure dissipation to adjacent two counterweights
On prefabricated section.
As preferably, the length on the long limit of described counterweight prefabricated section is 2 times of the length of broadside.The length of counterweight prefabricated section
The length on limit is 2 times of the length of broadside, can form square after i.e. two counterweight prefabricated section splicings, and two counterweights of lower floor are pre-
Clamp dog joint face can be vertical with two, upper strata counterweight prefabricated section joint face, and two-layer counterweight prefabricated section is mutually perpendicular to i.e. up and down, increases
Bonding strength between big two counterweight prefabricated sections of arbitrary neighborhood, the stress of dispersion counterweight prefabricated section, increase whole counterweight enclosure wall
Structural strength.
Therefore, station, mountain region, assembled basis of the present utility model possesses following advantage: the position immobilizing foundation built a station at needs
Base, is fixed on machine room and communication tower on sole plate.Top surface edge at sole plate builds counterweight enclosure wall, and counterweight is enclosed
Wall can increase the downward pressure of sole plate effectively, it is to avoid sole plate rollover causes communication tower to tilt.Counterweight is utilized to enclose
Wall increases the counterweight of sole plate, it is not necessary to excavated earth buries basis underground, shortens the cycle built a station.Counterweight enclosure wall is pre-by counterweight
Clamp dog folds what sieve was built, and counterweight prefabricated section can produce in advance, transports to location site of building a station and folds sieve installation, accelerates speed of building a station
Degree.Flatness according to sole plate and actual loading analysis, select to increase in relevant position the height of counterweight enclosure wall, i.e. increase
The number of counterweight prefabricated section so that sole plate actual loading is uniform.
Accompanying drawing explanation
Accompanying drawing 1 is a kind of structural representation of the present utility model；
Accompanying drawing 2 is the structural representation of counterweight prefabricated section in this utility model；
Accompanying drawing 3 is the axonometric chart on one direction of counterweight prefabricated section in this utility model；
Accompanying drawing 4 is the axonometric chart on another direction of counterweight prefabricated section in this utility model；
Accompanying drawing 5 is the structural representation that in this utility model, sieve folded the most successively by counterweight prefabricated section；
Accompanying drawing 6 is the structural representation of crossed longitudinally folded sieve of counterweight prefabricated section in this utility model.
Illustrating: 1-counterweight prefabricated section, 2-positioning convex, 3-locating slot, 4-positions hole, 5-positioning convex axis, 6-
Sole plate, 7-machine room, 8-communication tower, 9-counterweight enclosure wall, 10-positioning screw.
Detailed description of the invention
Below by embodiment, and combine accompanying drawing, the technical solution of the utility model is described in further detail.
Embodiment 1: as it is shown in figure 1, station, mountain region, a kind of assembled basis, including sole plate 6, machine room 7 and communication tower 8, machine
Room and communication tower are positioned on sole plate, and sole plate top surface edge is provided with counterweight enclosure wall 9, and counterweight enclosure wall includes several
The counterweight prefabricated section 1 of folded sieve.As shown in Figure 2,3, 4, counterweight prefabricated section is cuboid, and counterweight prefabricated section upper surface is provided with two
Positioning convex 2, counterweight prefabricated section lower surface is provided with locating slot 3, the positioning convex phase of locating slot and another counterweight prefabricated section
Coordinating, run through counterweight prefabricated section and be provided with hole 4, location at positioning convex, running through in hole, location has positioning screw 10.Such as Fig. 5 institute
Showing, counterweight prefabricated section is provided with two positioning convex, and the distance between two positioning convex axis is that positioning convex axis 5 arrives
2 times of the distance of three sides that counterweight prefabricated section is adjacent.As shown in Figure 6, the length on the long limit of counterweight prefabricated section is broadside
2 times of length.
At the position immobilizing foundation base that needs are built a station, machine room and communication tower being fixed on sole plate, machine room is permissible
Be house structure can also be cabinet structure.Top surface edge at sole plate builds counterweight enclosure wall, and counterweight enclosure wall can have
Effect ground increases the downward pressure of sole plate, it is to avoid sole plate rollover causes communication tower to tilt.Counterweight enclosure wall is utilized to increase base
The counterweight of plinth base, it is not necessary to excavated earth buries basis underground, shortens the cycle built a station.Counterweight enclosure wall is to be folded sieve by counterweight prefabricated section
Building, counterweight prefabricated section can produce in advance, transports to location site of building a station and folds sieve installation, accelerates speed of building a station.According to
The flatness of sole plate and actual loading analysis, select to increase in relevant position the height of counterweight enclosure wall, i.e. increase counterweight pre-
The number of clamp dog so that sole plate actual loading is uniform.Counterweight prefabricated section upper surface is provided with at least one positioning convex, joins
Weight prefabricated section lower surface is provided with locating slot, and locating slot matches with the positioning convex of another counterweight prefabricated section, when two are joined
When weight prefabricated section folds sieve up and down, the convex of the counterweight prefabricated section below the locating slot correspondence of the counterweight prefabricated section lower surface of top
Rising, the positioning convex of the counterweight prefabricated section below utilization is spacing to the locating slot of the counterweight prefabricated section of top, it is achieved counterweight is prefabricated
The most folded sieve of block, and can be to counterweight prefabricated section precise positioning, it is ensured that counterweight prefabricated section uniform force.When counterweight prefabricated section
After the most folded sieve completes, use positioning screw vertically to run through the hole, location on counterweight prefabricated section, make longitudinal counterweight prefabricated section lead to
Cross positioning screw to be cascaded, and use nut pressing plate to compress location, strengthen the counterweight enclosure wall that whole counterweight prefabricated section is built
Firmness.The counterweight prefabricated section utilizing this structure builds counterweight enclosure wall to increase the counterweight pressure of sole plate, and shortening is built
Standing the cycle, it is not necessary to on-the-spot excavation basis, reduce difficulty and the risk built a station in mountain region, whole base station construction is easy to a dead lift.
Counterweight prefabricated section is cuboid, can plane laminating contact between two counterweight prefabricated sections of arbitrary neighborhood transversely or longitudinally,
Reduce the gap between counterweight prefabricated section, increase the firmness mutually supported.Two convexes are set on each counterweight prefabricated section
Rising, corresponding arranges two locating slots, owing to the distance between two positioning convex axis is that positioning convex axis is pre-to counterweight
2 times of the distance of three sides that clamp dog is adjacent, i.e. after two counterweight prefabricated sections of lower section dock, the counterweight prefabricated section of top
The surface of two counterweight prefabricated section junctions below just can being positioned at, and now, the counterweight prefabricated section lower surface of top
The positioning convex that two locating slots are just distinguished below correspondence on two counterweight prefabricated sections, makes the counterweight prefabricated section of each layer
Stagger one by one relative to the counterweight prefabricated section of neighbouring two-layer, it is possible to by pressure dissipation to adjacent two counterweight prefabricated sections.
The length on the long limit of counterweight prefabricated section is 2 times of the length of broadside, can form square after i.e. two counterweight prefabricated section splicings,
Two counterweight prefabricated section joint faces of lower floor can be vertical with two, upper strata counterweight prefabricated section joint face, and two-layer counterweight is prefabricated i.e. up and down
Block is mutually perpendicular to, and increases the bonding strength between two counterweight prefabricated sections of arbitrary neighborhood, the stress of dispersion counterweight prefabricated section, increases
The structural strength of whole counterweight enclosure wall.
Should be understood that this embodiment is merely to illustrate this utility model rather than limits scope of the present utility model.In addition
Should be understood that this utility model can be made various by those skilled in the art after having read the content that this utility model is lectured
Changing or amendment, these equivalent form of values fall within the application appended claims limited range equally.
Claims (4)
1. station, mountain region, an assembled basis, it is characterised in that include sole plate, machine room and communication tower, machine room and communication tower position
On sole plate, described sole plate top surface edge is provided with counterweight enclosure wall, and counterweight enclosure wall includes several folded sieve
Counterweight prefabricated section, counterweight prefabricated section upper surface is provided with at least one positioning convex, and counterweight prefabricated section lower surface is provided with location
Groove, locating slot matches with the positioning convex of another counterweight prefabricated section, runs through counterweight prefabricated section and be provided with calmly at positioning convex
Hole, position, runs through in hole, location and has positioning screw.
Station, mountain region, assembled basis the most according to claim 1, it is characterised in that described counterweight prefabricated section is cuboid.
Station, mountain region, assembled basis the most according to claim 2, it is characterised in that be provided with two on described counterweight prefabricated section
Individual positioning convex, the distance between two positioning convex axis is positioning convex axis to adjacent three sides of counterweight prefabricated section
2 times of distance.
Station, mountain region, assembled basis the most according to claim 2, it is characterised in that the length on the long limit of described counterweight prefabricated section
Degree is 2 times of the length of broadside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620352105.8U CN205822850U (en) | 2016-04-22 | 2016-04-22 | Station, mountain region, assembled basis |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620352105.8U CN205822850U (en) | 2016-04-22 | 2016-04-22 | Station, mountain region, assembled basis |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205822850U true CN205822850U (en) | 2016-12-21 |
Family
ID=58147810
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620352105.8U Active CN205822850U (en) | 2016-04-22 | 2016-04-22 | Station, mountain region, assembled basis |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205822850U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107338807A (en) * | 2017-08-06 | 2017-11-10 | 河北博路米通信科技有限公司 | Base assembly foundation |
-
2016
- 2016-04-22 CN CN201620352105.8U patent/CN205822850U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107338807A (en) * | 2017-08-06 | 2017-11-10 | 河北博路米通信科技有限公司 | Base assembly foundation |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 321017 Zhejiang Province, Jinhua City Road 298 Patentee after: And Communication Technology Co Ltd Address before: 321017 Zhejiang Province, Jinhua city Wucheng district on road 298 Patentee before: Zhejiang Heqin Communication Engineering Co., Ltd. |