CN204023603U - A kind of shearing resistance screw communication base station basis - Google Patents
A kind of shearing resistance screw communication base station basis Download PDFInfo
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- CN204023603U CN204023603U CN201420464855.5U CN201420464855U CN204023603U CN 204023603 U CN204023603 U CN 204023603U CN 201420464855 U CN201420464855 U CN 201420464855U CN 204023603 U CN204023603 U CN 204023603U
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- iron tower
- foundation
- shearing resistance
- tower foundation
- basis
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Abstract
A shearing resistance screw communication base station basis, belongs to station technology field.It comprises iron tower foundation plate and machine room foundation slab, described iron tower foundation plate is provided with tower body reserved place, described iron tower foundation plate coordinates one end to be step structure with machine room foundation slab, the cascaded surface of described iron tower foundation plate is provided with one group of first riffled tube, described machine room foundation slab and iron tower foundation plate coordinate one end to be provided with one group of first straight tube corresponding with the first riffled tube, run through arranging shearing resistance screw rod in the first described straight tube and the first riffled tube.Above-mentioned a kind of shearing resistance screw communication base station basis, reasonable in design, eliminate the steel structure truss of base concrete plate for connecting, the iron tower foundation plate of Rational structure and machine room foundation slab is adopted to be spliced to form, fixed by shearing bolt at edge joint position, form the integral structure of firm stable, and installing/dismounting is simple and convenient, use cost is low.
Description
Technical field
The utility model belongs to station technology field, is specifically related to a kind of shearing resistance screw communication base station basis.
Background technology
General iron tower foundation and machine room basis are stationary type reinforcing steel bar concrete bearing platform basis (or pile foundation) and are embedded in soil layer, cannot move and install and remove.Along with base station cloth dot density is increasing, about steel tower height reduction to 30 ~ 35 meter, thus occur that the monolithic be linked to be by iron tower foundation and machine room basis that a kind of precast concrete plank is spliced is movably basic.Current precast concrete plank connecting method is connected with the steel structure truss of enough rigidity above base concrete plate with pre-embedded bolt, the overturning moment that this intensity, rigidity and stable and foundation slab bear and differential settlement, all can meet load requirement.But the steel structure truss structure on this concrete base slab top is huge, consumption steel is many, and cost is high, is not suitable for large-scale utilization and extention.
Utility model content
For prior art Problems existing, the purpose of this utility model is to design the technical scheme providing a kind of shearing resistance screw communication base station basis.
Described a kind of shearing resistance screw communication base station basis, it is characterized in that comprising iron tower foundation plate and machine room foundation slab, described iron tower foundation plate is provided with tower body reserved place, described iron tower foundation plate coordinates one end to be step structure with machine room foundation slab, the cascaded surface of described iron tower foundation plate is provided with one group of first riffled tube, described machine room foundation slab and iron tower foundation plate coordinate one end to be provided with one group of first straight tube corresponding with the first riffled tube, run through arranging shearing resistance screw rod in the first described straight tube and the first riffled tube.
Described a kind of shearing resistance screw communication base station basis, it is characterized in that described machine room foundation slab comprises and connect foundation slab and end foundation slab, described connection basis class is zigzag structure, described connection basis class one end coordinates with the cascaded surface of iron tower foundation plate, this end is provided with one group of first straight tube corresponding with the first riffled tube, the described connection basis class other end is connected with end foundation slab, this end is provided with one group of second riffled tube, described end foundation slab is provided with second straight tube corresponding with the second riffled tube with the one end connecting basic well matched conjunction, in the first above-mentioned straight tube and the first riffled tube and the second straight tube and the second riffled tube, shearing resistance screw rod is set.
Described a kind of shearing resistance screw communication base station basis, it is characterized in that described iron tower foundation plate is made up of iron tower foundation framework and the concrete be cast in iron tower foundation framework, described machine room foundation slab is made up of machine room foundation framework and the concrete be cast in machine room foundation framework.
Described a kind of shearing resistance screw communication base station basis, is characterized in that described tower body reserved place exceeds iron tower foundation plate 10-30cm, is provided with tower body pre-embedded bolt in described tower body reserved place.
Described a kind of shearing resistance screw communication base station basis, is characterized in that described shearing resistance screw rod is made up of nut, straight-bar portion and threaded portion, described shearing resistance screw rod is socketed pad.
Described a kind of shearing resistance screw communication base station basis, it is characterized in that the upper end of the first described riffled tube is fixedly installed stator on iron tower foundation, the lower end of the first described riffled tube is fixedly installed stator under iron tower foundation, on described iron tower foundation, under stator and iron tower foundation, stator is embedded in iron tower foundation plate, and on described iron tower foundation, under stator and iron tower foundation, stator and iron tower foundation framework are fixed.
Described a kind of shearing resistance screw communication base station basis, it is characterized in that the upper end of the second described riffled tube is fixedly installed and connect the upper stator in basis, the lower end of the second described riffled tube is fixedly installed and connects the lower stator in basis, on described connection basis stator be connected the lower stator in basis and be embedded in and connect in basic class, on described connection basis stator and is connected basic under stator and machine room foundation framework fix.
Above-mentioned a kind of shearing resistance screw communication base station basis, reasonable in design, eliminate the steel structure truss of base concrete plate for connecting, the iron tower foundation plate of Rational structure and machine room foundation slab is adopted to be spliced to form, fixed by shearing bolt at edge joint position, form the integral structure of firm stable, and installing/dismounting is simple and convenient, use cost is low.
Accompanying drawing explanation
Fig. 1 is the structural representation of shearing resistance screw communication base station in embodiment 1;
Fig. 2 is the STRUCTURE DECOMPOSITION schematic diagram of shearing resistance screw communication base station in embodiment 1;
Fig. 3 is the structural representation of shearing resistance screw communication base station in embodiment 2;
Fig. 4 is the STRUCTURE DECOMPOSITION schematic diagram of shearing resistance screw communication base station in embodiment 2.
In figure: 1-iron tower foundation plate; 101-tower body reserved place; 2-tower body pre-embedded bolt; Stator on 3-iron tower foundation; Stator under 4-iron tower foundation; 5-pad; 6-shearing resistance screw rod; 601-nut; 602-straight-bar portion; 603-threaded portion; 7-machine room foundation slab; 701-connects basic class; 702-end foundation slab; 8-first riffled tube; 9-first straight tube; 10-second riffled tube; 11-second straight tube; 12-connects the upper stator in basis; 13-connects the lower stator in basis.
Detailed description of the invention
The utility model is further illustrated below in conjunction with Figure of description.
Embodiment 1
As illustrated in fig. 1 and 2, a kind of shearing resistance screw communication base station basis comprises iron tower foundation plate 1 and machine room foundation slab 7.Iron tower foundation plate 1 is connected the basis of rear formation one rectangular structure with machine room foundation slab 7.Iron tower foundation plate 1 is made up of iron tower foundation framework and the concrete be cast in iron tower foundation framework, and machine room foundation slab 7 is made up of machine room foundation framework and the concrete be cast in machine room foundation framework.
The side of iron tower foundation plate 1 is provided with tower body reserved place 101, is embedded with the tower body pre-embedded bolt 2 for fixing tower body in tower body reserved place 101.Tower body reserved place 101 exceeds iron tower foundation plate 10-30cm, is convenient to the setting of tower body pre-embedded bolt 2.Iron tower foundation plate 1 coordinates one end to be step structure with machine room foundation slab 7, the cascaded surface of iron tower foundation plate 1 is provided with one group of first riffled tube 8.Machine room foundation slab 7 and iron tower foundation plate 1 coordinate one end to be provided with one group of first straight tube 9 corresponding with the first riffled tube 8.After iron tower foundation plate 1 coordinates with machine room foundation slab 7, the first straight tube 9 and the first riffled tube 8 corresponding, shearing resistance screw rod 6 is set by running through machine room foundation slab 7 and iron tower foundation plate 1 is fixed together in the first straight tube 9 and the first riffled tube 8.Shearing resistance screw rod 6 is made up of nut 601, straight-bar portion 602 and threaded portion 603.The installing/dismounting of nut 601 conveniently shearing resistance screw rod 6, straight-bar portion 602 is corresponding with the first straight tube 9, and threaded portion 603 is corresponding with the first riffled tube 8.In order to provide the stability of connection, shearing resistance screw rod 6 is socketed pad 5, loosening after preventing shearing resistance screw rod 6 from screwing.In order to improve overall steadiness and overall bearing capacity, stator 3 on iron tower foundation is fixedly installed in the upper end of the first riffled tube 8, the lower end of the first riffled tube 8 is fixedly installed stator 4 under iron tower foundation, on iron tower foundation, under stator 3 and iron tower foundation, stator 4 is embedded in iron tower foundation plate 1, and fixes with iron tower foundation framework.
Embodiment 2
As illustrated in fig. 1 and 2, a kind of shearing resistance screw communication base station basis comprises iron tower foundation plate 1 and machine room foundation slab 7.Iron tower foundation plate 1 is connected the basis of rear formation one rectangular structure with machine room foundation slab 7.Iron tower foundation plate 1 is made up of iron tower foundation framework and the concrete be cast in iron tower foundation framework, and machine room foundation slab 7 is made up of machine room foundation framework and the concrete be cast in machine room foundation framework.
The side of iron tower foundation plate 1 is provided with tower body reserved place 101, is embedded with the tower body pre-embedded bolt 2 for fixing tower body in tower body reserved place 101.Tower body reserved place 101 exceeds iron tower foundation plate 10-30cm, is convenient to the setting of tower body pre-embedded bolt 2.Iron tower foundation plate 1 coordinates one end to be step structure with machine room foundation slab 7, the cascaded surface of iron tower foundation plate 1 is provided with one group of first riffled tube 8.
Machine room foundation slab 7 comprises and connects foundation slab 701 and end foundation slab 702.Connecting basic class 701 is zigzag structure, connect basic class 701 one end to coordinate with the cascaded surface of iron tower foundation plate 1, this end is provided with one group of first straight tube 9 corresponding with the first riffled tube 8, connect basic class 701 other end to be connected with end foundation slab 702, this end is provided with one group of second riffled tube 10.One end that end foundation slab 702 coordinates with the basic class 701 of connection is provided with second straight tube 11 corresponding with the second riffled tube 10.Iron tower foundation plate 1, connect after foundation slab 701 and end foundation slab 702 coordinate, the first straight tube 9 and the first riffled tube 8 corresponding, the second straight tube 11 and the second riffled tube 10 corresponding.First straight tube 9 with in the first riffled tube 8 by the shearing resistance screw rod 6 that runs through setting by iron tower foundation plate 1 be connected foundation slab 701 and be fixed together, the second straight tube 11 will be connected foundation slab 701 and end foundation slab 702 is fixed together with in the second riffled tube 10 by the shearing resistance screw rod 6 that arranges.Shearing resistance screw rod 6 is made up of nut 601, straight-bar portion 602 and threaded portion 603.In order to provide the stability of connection, shearing resistance screw rod 6 is socketed pad 5, loosening after preventing shearing resistance screw rod 6 from screwing.In order to improve overall steadiness and overall bearing capacity, stator 3 on iron tower foundation is fixedly installed in the upper end of the first riffled tube 8, the lower end of the first riffled tube 8 is fixedly installed stator 4 under iron tower foundation, on iron tower foundation, under stator 3 and iron tower foundation, stator 4 is embedded in iron tower foundation plate 1, and fixes with iron tower foundation framework; Be fixedly installed in the upper end of the second riffled tube 10 and connect stator 12 on basis, the lower end of the second riffled tube 10 is fixedly installed and connects the lower stator 13 in basis, connect the upper stator 12 in basis and under being connected basis, stator 13 is embedded in the basic class 701 of connection, and fix with machine room foundation framework.
In actual installation process, connect foundation slab 701 and also can adopt multiple, so just extend entire length.
Below be only described with regard to the utility model preferred embodiment, but can not be interpreted as it is limitations on claims.The utility model is not only confined to above embodiment, and its concrete structure allows to change.All various changes done in the protection domain of the utility model independent claims are all in protection domain of the present utility model.
Claims (7)
1. a shearing resistance screw communication base station basis, it is characterized in that comprising iron tower foundation plate (1) and machine room foundation slab (7), described iron tower foundation plate (1) is provided with tower body reserved place (101), described iron tower foundation plate (1) coordinates one end to be step structure with machine room foundation slab (7), the cascaded surface of described iron tower foundation plate (1) is provided with one group of first riffled tube (8), described machine room foundation slab (7) and iron tower foundation plate (1) coordinate one end to be provided with one group of first straight tube (9) corresponding with the first riffled tube (8), run through in described the first straight tube (9) and the first riffled tube (8) and shearing resistance screw rod (6) is set.
2. a kind of shearing resistance screw communication base station basis as claimed in claim 1, it is characterized in that described machine room foundation slab (7) comprises and connect foundation slab (701) and end foundation slab (702), described connection basis class (701) is zigzag structure, described class (701) one end, connection basis coordinates with the cascaded surface of iron tower foundation plate (1), this end is provided with one group of first straight tube (9) corresponding with the first riffled tube (8), described connection basis class (701) other end is connected with end foundation slab (702), this end is provided with one group of second riffled tube (10), one end that described end foundation slab (702) coordinates with the basic class of connection (701) is provided with second straight tube (11) corresponding with the second riffled tube (10), in above-mentioned the first straight tube (9) and the first riffled tube (8) and the second straight tube (11) and the second riffled tube (10), shearing resistance screw rod (6) is set.
3. a kind of shearing resistance screw communication base station basis as claimed in claim 1, it is characterized in that described iron tower foundation plate (1) is made up of iron tower foundation framework and the concrete be cast in iron tower foundation framework, described machine room foundation slab (7) is made up of machine room foundation framework and the concrete be cast in machine room foundation framework.
4. a kind of shearing resistance screw communication base station basis as claimed in claim 1 or 2, is characterized in that described tower body reserved place (101) exceeds iron tower foundation plate (1) 10-30cm, is provided with tower body pre-embedded bolt (2) in described tower body reserved place (101).
5. a kind of shearing resistance screw communication base station basis as claimed in claim 1 or 2, it is characterized in that described shearing resistance screw rod (6) is made up of nut (601), straight-bar portion (602) and threaded portion (603), described shearing resistance screw rod (6) is socketed pad (5).
6. a kind of shearing resistance screw communication base station basis as claimed in claim 3, it is characterized in that the upper end of described the first riffled tube (8) is fixedly installed stator on iron tower foundation (3), the lower end of described the first riffled tube (8) is fixedly installed stator (4) under iron tower foundation, on described iron tower foundation, under stator (3) and iron tower foundation, stator (4) is embedded in iron tower foundation plate (1), and on described iron tower foundation, under stator (3) and iron tower foundation, stator (4) is fixed with iron tower foundation framework.
7. a kind of shearing resistance screw communication base station basis as claimed in claim 3, it is characterized in that the upper end of described the second riffled tube (10) is fixedly installed and connect the upper stator (12) in basis, the lower end of described the second riffled tube (10) is fixedly installed and connects the lower stator (13) in basis, on described connection basis stator (12) be connected the lower stator (13) in basis and be embedded in and connect in basic class (701), on described connection basis stator (12) and under being connected basis stator (13) and machine room foundation framework fix.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420464855.5U CN204023603U (en) | 2014-08-18 | 2014-08-18 | A kind of shearing resistance screw communication base station basis |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420464855.5U CN204023603U (en) | 2014-08-18 | 2014-08-18 | A kind of shearing resistance screw communication base station basis |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204023603U true CN204023603U (en) | 2014-12-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420464855.5U Expired - Fee Related CN204023603U (en) | 2014-08-18 | 2014-08-18 | A kind of shearing resistance screw communication base station basis |
Country Status (1)
| Country | Link |
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| CN (1) | CN204023603U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108288771A (en) * | 2017-12-23 | 2018-07-17 | 河南智金网络技术有限公司 | A kind of nested type band steel ground connection extending apparatus |
-
2014
- 2014-08-18 CN CN201420464855.5U patent/CN204023603U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108288771A (en) * | 2017-12-23 | 2018-07-17 | 河南智金网络技术有限公司 | A kind of nested type band steel ground connection extending apparatus |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141217 Termination date: 20200818 |
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| CF01 | Termination of patent right due to non-payment of annual fee |