CN203782738U - Prefabricated type communication base station foundation - Google Patents
Prefabricated type communication base station foundation Download PDFInfo
- Publication number
- CN203782738U CN203782738U CN201420117076.8U CN201420117076U CN203782738U CN 203782738 U CN203782738 U CN 203782738U CN 201420117076 U CN201420117076 U CN 201420117076U CN 203782738 U CN203782738 U CN 203782738U
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- CN
- China
- Prior art keywords
- base station
- communication base
- prefabricated
- cushion cap
- pile foundation
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- 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
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Abstract
The utility model provides a prefabricated type communication base station foundation. The communication base station foundation is composed of one or more pile foundations, a bearing platform and a fixing mechanism, wherein the pile foundations adopt prefabricated reinforced concrete structures; the bearing platform adopts the prefabricated reinforced concrete structure and is arranged at the top ends of the pile foundations, the bearing platform and the pile foundations are prefabricated together or connected together through connecting structures; the fixing mechanism is pre-mounted on the bearing platform and used for fixing a communication tower mast to the bearing platform. The prefabricated type communication base station foundation has the advantages of quickness in mounting of site construction, high reliability, low cost, short station building cycle and the like and meets the demand of fast station building.
Description
Technical field
The utility model relates to the communications field, particularly the basis of the communication base station based on prefabricated single pile or many.
Background technology
At communication tower mast construction field, the serial processes such as traditional communication tower infrastructure mode experience excavation of foundation pit, reinforcing bar is prefabricated, concreting, this work pattern exists that engineering quantity is large, the construction period is long, floor space is large, high in cost of production drawback, easily cause larger environment pollution, once it is complete that this basis is built, just cannot move or again utilize.
Utility model content
In order to solve the deficiency in above-mentioned prior art scheme, the utility model provides a kind of quick for installation, good reliability, cost is low, the cycle of building a station is short prefabricated communication base station basis.
The purpose of this utility model is achieved through the following technical solutions:
A kind of prefabricated communication base station basis, described communication base station basis is by forming with lower member:
One or above pile foundation, described one or above pile foundation are prefabricated reinforced concrete structure;
Cushion cap, described cushion cap is prefabricated reinforced concrete structure, is arranged on the top of described one or above pile foundation, described cushion cap with described one or above pile foundation prefabricated together with, or link together by syndeton;
Fixed mechanism, described fixed mechanism defaults on described cushion cap, for communication tower mast is fixed on to described cushion cap.
According to above-mentioned communication base station basis, preferably, described syndeton is bolt or cast-in-situ steel reinforced concrete.
According to above-mentioned communication base station basis, preferably, described fixed structure is stone bolt.
According to above-mentioned communication base station basis, alternatively, described one or above pile foundation are hollow or solid construction.
According to above-mentioned communication base station basis, preferably, described cushion cap is slabbed construction.
According to above-mentioned communication base station basis, preferably, the draw ratio of described one or above pile foundation is greater than 1.
Compared with prior art, the beneficial effect the utlity model has is:
1, the prefabricated pile foundation (and cushion cap) adopting, artificial or the machinery of field by using is realized rapid drilling, the pile foundation on prefabricated described basis is put into hole, then fill in suitable material, realized rapid construction installation, without cast in situs, engineering quantity is little, shorten the time of building a station significantly, met the demand of building a station fast;
2, utilize buried pile foundation to firmly fix cushion cap and the tower mast of communicating by letter being attached thereto, prevented from being arranged on toppling of communication tower mast on cushion cap, good reliability;
3, prefabricated pile foundation, cushion cap all adopt reinforced concrete structure, and cost is low, the cycle of building a station is short;
4, can only adopt one or the above pile foundation can fixed communication tower mast, floor space be very little.
Accompanying drawing explanation
With reference to accompanying drawing, disclosure of the present utility model will be easier to understand.Those skilled in the art hold intelligible: these accompanying drawings are only for illustrating the technical solution of the utility model, and are not intended to protection domain of the present utility model to be construed as limiting.In figure:
Fig. 1 is according to the structure diagram on the prefabricated communication base station basis of the utility model embodiment 1;
Fig. 2 is according to the top view on the prefabricated communication base station basis of the utility model embodiment 1;
Fig. 3 is according to the structure diagram on the prefabricated communication base station basis of the utility model embodiment 2;
Fig. 4 is according to the upward view on the prefabricated communication base station basis of the utility model embodiment 2.
The specific embodiment
Fig. 1-4 and following declarative description optional embodiment of the present utility model to instruct those skilled in the art how to implement and to reproduce the utility model.In order to instruct technical solutions of the utility model, simplified or omitted some conventional aspects.Those skilled in the art should understand that be derived from the modification of these embodiments or replace will be in scope of the present utility model.Those skilled in the art should understand that following characteristics can combine to form a plurality of modification of the present utility model in every way.Thus, the utility model is not limited to following optional embodiment.And only by claim and their equivalent, limited.
Embodiment 1:
Fig. 1,2 has schematically provided the structure diagram on the prefabricated communication base station basis of the utility model embodiment, and as shown in Figure 1, 2, described prefabricated communication base station basis only comprises:
A tubulose pile foundation 11, this pile foundation adopts prefabricated, utilizes reinforcing bar, cement production systD; Described pile foundation adopts solid construction, and long (directly) footpath ratio is greater than 1, as is 10;
Discoid cushion cap 22, described cushion cap is prefabricated reinforced concrete structure, prefabricated with described pile foundation together with, and the top in pile foundation;
Stone bolt 33, described embedding anchor bolts is on described cushion cap, for communication tower mast is fixed on to described cushion cap.
The installation process on above-mentioned communication base station basis is:
Be beneficial to reinforcing bar, cement is built tubulose pile foundation and cushion cap, embedding anchor bolts is on described cushion cap, the spacing of stone bolt matches with the bottom installing hole of the tower mast of communicating by letter;
Prefabricated pile foundation, cushion cap is together transported to the scene of building a station;
Pile foundation is inserted in the deep hole that underground accomplished fluently, inserted filler, communication tower mast is lifted on cushion cap, utilize nut that communication tower mast is fixed on described stone bolt.
Embodiment 2:
Fig. 3,4 has schematically provided the structure diagram on the prefabricated communication base station basis of the utility model embodiment, and as shown in Figure 3,4, described prefabricated communication base station basis only comprises:
Three pile bases 11, this pile foundation adopts prefabricated, utilizes reinforcing bar, cement production systD; Described pile foundation adopts hollow-core construction, and long (directly) footpath ratio is greater than 1, if draw ratio is 2,5;
Discoid cushion cap 22, described cushion cap adopts prefabricated, utilizes reinforcing bar, cement production systD; The top of pile foundation is together with cushion cap cast in situs;
Stone bolt 33, described embedding anchor bolts is on described cushion cap, for communication tower mast is fixed on to described cushion cap.
The installation process on above-mentioned communication base station basis is:
Be beneficial to reinforcing bar, cement is built pile foundation and cushion cap, embedding anchor bolts is on described cushion cap, the spacing of stone bolt matches with the bottom installing hole of the tower mast of communicating by letter;
Pile foundation, cushion cap are transported to the scene of building a station;
Pile foundation is inserted in the deep hole that underground accomplished fluently, and three pile foundations are evenly distributed on same circumference, insert filler, cushion cap is lifted in pile foundation, and the reinforcing bar between welding pile foundation, cushion cap, and utilize cement that pile foundation, cushion cap are linked together; Finally communication tower mast is lifted on cushion cap, utilizes nut that communication tower mast is fixed on described stone bolt.
Above-described embodiment is only that exemplarily to have provided pile foundation be the situation of 1,3, certainly can also be on other quantity, as 2,5 etc., the specific embodiment is same as the previously described embodiments.
Claims (6)
1. a prefabricated communication base station is basic, and described communication base station basis is by forming with lower member:
One or above pile foundation, described one or above pile foundation are prefabricated reinforced concrete structure;
Cushion cap, described cushion cap is prefabricated reinforced concrete structure, is arranged on the top of described one or above pile foundation, described cushion cap with described one or above pile foundation prefabricated together with, or link together by syndeton;
Fixed mechanism, described fixed mechanism defaults on described cushion cap, for communication tower mast is fixed on to described cushion cap.
2. communication base station according to claim 1 basis, is characterized in that: described syndeton is bolt or cast-in-situ steel reinforced concrete.
3. communication base station according to claim 1 basis, is characterized in that: described fixed structure is stone bolt.
4. communication base station according to claim 1 basis, is characterized in that: described one or above pile foundation are hollow or solid construction.
5. communication base station according to claim 2 basis, is characterized in that: described cushion cap is slabbed construction.
6. communication base station according to claim 1 basis, is characterized in that: the draw ratio of described one or above pile foundation is greater than 1.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420117076.8U CN203782738U (en) | 2014-03-12 | 2014-03-12 | Prefabricated type communication base station foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420117076.8U CN203782738U (en) | 2014-03-12 | 2014-03-12 | Prefabricated type communication base station foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203782738U true CN203782738U (en) | 2014-08-20 |
Family
ID=51318940
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420117076.8U Expired - Fee Related CN203782738U (en) | 2014-03-12 | 2014-03-12 | Prefabricated type communication base station foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203782738U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104499501A (en) * | 2014-12-08 | 2015-04-08 | 国家电网公司 | Narrow-foundation-tower single-pile pier-type self-stabilized foundation for power transmission line |
| CN106678508A (en) * | 2017-02-17 | 2017-05-17 | 青岛中石大蓝天石油技术有限公司 | Integrated intelligent monitoring sledge device special for oil field |
| CN109898541A (en) * | 2019-01-30 | 2019-06-18 | 青岛睿轩钢结构工程有限公司 | Steel tower column foot construction technology and piling machine applied to the construction technology |
-
2014
- 2014-03-12 CN CN201420117076.8U patent/CN203782738U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104499501A (en) * | 2014-12-08 | 2015-04-08 | 国家电网公司 | Narrow-foundation-tower single-pile pier-type self-stabilized foundation for power transmission line |
| CN104499501B (en) * | 2014-12-08 | 2017-02-22 | 国家电网公司 | Narrow-foundation-tower single-pile pier-type self-stabilized foundation for power transmission line |
| CN106678508A (en) * | 2017-02-17 | 2017-05-17 | 青岛中石大蓝天石油技术有限公司 | Integrated intelligent monitoring sledge device special for oil field |
| CN109898541A (en) * | 2019-01-30 | 2019-06-18 | 青岛睿轩钢结构工程有限公司 | Steel tower column foot construction technology and piling machine applied to the construction technology |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: HANGZHOU HANCHAO TECHNOLOGY CO., LTD. Free format text: FORMER OWNER: XIONG ZHICAI Effective date: 20150205 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20150205 Address after: The streets of Yuhang District of Hangzhou City, Zhejiang province 311112 Yaojia Road No. 5 Patentee after: Hangzhou Hanchao Technology Co., Ltd. Address before: 402, room 2, unit 83, Huayuan community garden village, Liangzhu Town, Yuhang District, Hangzhou, Zhejiang, China 311112 Patentee before: Xiong Zhicai |
|
| 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: 20140820 Termination date: 20190312 |