CN202482887U - Concrete precast-assemble foundation - Google Patents
Concrete precast-assemble foundation Download PDFInfo
- Publication number
- CN202482887U CN202482887U CN2011205718477U CN201120571847U CN202482887U CN 202482887 U CN202482887 U CN 202482887U CN 2011205718477 U CN2011205718477 U CN 2011205718477U CN 201120571847 U CN201120571847 U CN 201120571847U CN 202482887 U CN202482887 U CN 202482887U
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- prefabricated
- foundation
- precast
- concrete
- connector
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- 239000002131 composite material Substances 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 9
- 238000010923 batch production Methods 0.000 description 3
- 238000004891 communication Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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Abstract
The utility model discloses a concrete precast-assemble foundation, comprising a plurality of precast elements, wherein two adjacent precast elements are connected by wedging a precast connecting piece, and a foundation short column is arranged on the precast connecting arranged in the middle and is provided with a pre-buried foundation anchor bolt for fixing an external connecting rod body structure arranged at the upper part. The concrete precast-assemble foundation has the advantages that, 1, a precast foundation manufactured in an industrialized way is adopted, so that the field operation is reduced, and the working time can be effectively controlled; and 2, disharmony of the foundation construction to the surrounding environment is reduced, and the success rate of the base station construction is greatly increased.
Description
Technical field
The utility model relates to a kind of concrete prefabricated assembly unit basis.
Background technology
Existing communication base station tower mast (body of rod) basis is cast-in-place basis basically; Construction period is about 30 days; And all relate to wet trade; Receive that the people disturb, site environment and weather etc. influence, and make base station construction (foundation construction) have difficulty in taking a step, therefore press for to shorten the foundation construction cycle and guarantee that as much as possible the base station can be open-minded smoothly.
And, through retrieving in the existing disclosed patent documentation, do not find the concrete prefabricated assembly unit basis that concrete prefabricated element connects.Therefore,, improve the ability of building a station fast, be badly in need of exploitation and accomplish a kind of novel precast assembly basis to satisfy the demand of operator to base station construction in order to shorten the construction period of base station construction.
Summary of the invention
The purpose of the utility model is to provide a kind of concrete prefabricated assembly unit basis that can effectively reduce the field operation operation and can effectively control the working time, improve the ability of building a station fast.
For the technical scheme that reaches the employing of goal of the invention the utility model is:
A kind of concrete prefabricated assembly unit basis; It is characterized in that: comprise the polylith prefabricated units; Go into to connect through prefabricated connector contract between the adjacent said prefabricated units; Middle said prefabricated units are provided with basic short column, and said basic short column is provided with the pre-buried sill anchor that is used for fixing the external body of rod structure in top.
Further, middle said prefabricated units and basic short column are integrated formed structures.
Further, said prefabricated units, basic short column and prefabricated connector all are to be made up of concrete prefabricated.
Further, said prefabricated connector is the prefabricated connector of dove-tail form.
Further, be equipped with the pre-embedded bolt composite member that is used for prefabricated connector installation on said prefabricated units and the prefabricated connector.
In order to cooperate the requirement of building a station fast, change the tower body basis into batch production prefabricated form by traditional situ wet job type.Because of considering basis deadweight and transport restrictions requirement, the polylith that is divided on prefabricated basis, and connect reliably through prefabricated connector, overall operation is to reach the design instructions for use.
The utlity model has significant technique effect: the one, the prefabricated basis of adopting batch production to make is reduced field operation and can effectively be controlled the working time; The 2nd, reduced infrastructure and be discord to what surrounding environment was brought, improved the success rate of building a station in the base station greatly.
Description of drawings
Fig. 1 is the structural representation of the utility model.
Fig. 2 is the structural representation of the both sides prefabricated units of the utility model.
Fig. 3 is the structural representation of the middle prefabricated units of the utility model.
Fig. 4 is the structural representation of the prefabricated connector of the utility model.
The specific embodiment
Come the utility model is further specified below in conjunction with specific embodiment, but the utility model is not confined to these specific embodiment.One skilled in the art would recognize that the utility model contained in claims scope all alternatives, improvement project and the equivalents that possibly comprise.
With reference to Fig. 1-4; A kind of concrete prefabricated assembly unit basis; Comprise polylith prefabricated units 1,2; Go into to connect through prefabricated connector 3 contracts between the adjacent said prefabricated units, middle said prefabricated units 2 are provided with basic short column, and said basic short column is provided with the pre-buried sill anchor 5 that is used for fixing the external body of rod structure in top.
Middle said prefabricated units 2 are integrated formed structures with basic short column.
Said prefabricated units 1,2, basic short column and prefabricated connector 3 all are to be made up of concrete prefabricated.
Said prefabricated connector 3 is prefabricated connectors of dove-tail form.
Be equipped with on said prefabricated units and the prefabricated connector 3 and be used for the pre-embedded bolt composite member 4 that prefabricated connector is installed.
In order to cooperate the requirement of building a station fast, change the tower body basis into batch production prefabricated form by traditional situ wet job type.Because of considering basis deadweight and transport restrictions requirement, the polylith that is divided on prefabricated basis, and connect reliably through prefabricated connector 3, overall operation is to reach the design instructions for use.
Be divided into three bulks to prefabricated basis in the present embodiment, middle prefabricated units 2 are provided with basic short column, and the both sides of middle prefabricated units 2 are gone into to be connected with prefabricated units 1 contract on both sides through two prefabricated connectors respectively.
Claims (5)
1. a concrete prefabricated assembly unit is basic; It is characterized in that: comprise the polylith prefabricated units; Go into to connect through prefabricated connector contract between the adjacent said prefabricated units; Middle said prefabricated units are provided with basic short column, and said basic short column is provided with the pre-buried sill anchor that is used for fixing the external body of rod structure in top.
2. a kind of concrete prefabricated assembly unit according to claim 1 basis, it is characterized in that: middle said prefabricated units and basic short column are integrated formed structures.
3. a kind of concrete prefabricated assembly unit according to claim 1 and 2 basis, it is characterized in that: said prefabricated units, basic short column and prefabricated connector all are to be made up of concrete prefabricated.
4. a kind of concrete prefabricated assembly unit according to claim 3 basis, it is characterized in that: said prefabricated connector is the prefabricated connector of dove-tail form.
5. a kind of concrete prefabricated assembly unit according to claim 4 basis is characterized in that: be equipped with the pre-embedded bolt composite member that is used for prefabricated connector installation on said prefabricated units and the prefabricated connector.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011205718477U CN202482887U (en) | 2011-12-31 | 2011-12-31 | Concrete precast-assemble foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011205718477U CN202482887U (en) | 2011-12-31 | 2011-12-31 | Concrete precast-assemble foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202482887U true CN202482887U (en) | 2012-10-10 |
Family
ID=46957317
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011205718477U Expired - Lifetime CN202482887U (en) | 2011-12-31 | 2011-12-31 | Concrete precast-assemble foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202482887U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102926545A (en) * | 2012-11-08 | 2013-02-13 | 新疆美特智能安全工程股份有限公司 | Method for constructing block base |
| CN103437644A (en) * | 2013-08-28 | 2013-12-11 | 张家港固耐特围栏系统有限公司 | Embedded part for side hung door installation |
| CN103469807A (en) * | 2013-08-06 | 2013-12-25 | 安徽华电工程咨询设计有限公司 | Distribution type rapid assembly method for new and old foundations for power transmission line |
| CN104294842A (en) * | 2014-10-22 | 2015-01-21 | 国家电网公司 | Combined assembly type medium-and-low-voltage electrical equipment foundation |
| CN112538864A (en) * | 2020-11-27 | 2021-03-23 | 云南建投第五建设有限公司 | Setting method for construction joint of rubble retaining wall in building construction |
-
2011
- 2011-12-31 CN CN2011205718477U patent/CN202482887U/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102926545A (en) * | 2012-11-08 | 2013-02-13 | 新疆美特智能安全工程股份有限公司 | Method for constructing block base |
| CN102926545B (en) * | 2012-11-08 | 2015-10-28 | 新疆美特智能安全工程股份有限公司 | The construction method of block base |
| CN103469807A (en) * | 2013-08-06 | 2013-12-25 | 安徽华电工程咨询设计有限公司 | Distribution type rapid assembly method for new and old foundations for power transmission line |
| CN103437644A (en) * | 2013-08-28 | 2013-12-11 | 张家港固耐特围栏系统有限公司 | Embedded part for side hung door installation |
| CN104294842A (en) * | 2014-10-22 | 2015-01-21 | 国家电网公司 | Combined assembly type medium-and-low-voltage electrical equipment foundation |
| CN112538864A (en) * | 2020-11-27 | 2021-03-23 | 云南建投第五建设有限公司 | Setting method for construction joint of rubble retaining wall in building construction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 311225, No. five, Jiangdong Road, Jiangdong Industrial Park, Xiaoshan Economic Development Zone, Hangzhou, Zhejiang, Hangzhou 7589 Patentee after: Dy-link Engineering & Technology Co.,Ltd. Address before: 311225, No. five, Jiangdong Road, Jiangdong Industrial Park, Xiaoshan Economic Development Zone, Hangzhou, Zhejiang, Hangzhou 7589 Patentee before: DY-Link Engineering & Technology Co., Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20121010 |