CN203393740U - Integral reinforced concrete foundation structure for assembling drainage pipelines - Google Patents
Integral reinforced concrete foundation structure for assembling drainage pipelines Download PDFInfo
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- CN203393740U CN203393740U CN201320476364.8U CN201320476364U CN203393740U CN 203393740 U CN203393740 U CN 203393740U CN 201320476364 U CN201320476364 U CN 201320476364U CN 203393740 U CN203393740 U CN 203393740U
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- prefabricated foundation
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Abstract
The utility model discloses an integral reinforced concrete foundation structure for assembling drainage pipelines. The integral reinforced concrete foundation structure comprises prefabricated foundation plates, connecting plates and pipe sleepers; the prefabricated foundation plates are groove-shaped plates, comprise bottom plates and groove walls integrally connected with the bottom plates and are sequentially spliced with one another to form a foundation structure, the connecting plates are arranged among the adjacent prefabricated foundation plates and are cushioned under the prefabricated foundation plates, and the pipe sleepers are arranged on the bottom plates of the prefabricated foundation plates. The integral reinforced concrete foundation structure has the advantages of simple structure, convenience in construction, good integrity, high strength, social benefit, environmental benefit and economical benefit and short construction period.
Description
Technical field
The utility model relates to drainage works field, especially a kind of drainage pipe assembled integral reinforced concrete foundation structure.
Background technology
Along with development and the attention to environmental protection of urban construction, the laying of various municipal pipelines is also more and more.According to the material of pipeline, purposes, buried depth degree and geological condition, generally all can adopt cast-in-place basis.But because cast-in-place foundation construction is complicated, long in time limit, when running into the bad situation of soil property, quality cannot guarantee.
Utility model content
The purpose of this utility model is to provide a kind of drainage pipe assembled integral reinforced concrete foundation structure, easy for installation, intensity is high, and the duration is short.
What the utility model solved is that cast-in-place foundation construction is complicated, long in time limit, the problem that quality cannot guarantee when running into the bad situation of soil property.
The technical scheme that the utility model solves its technical problem employing is: the utility model comprises prefabricated foundation plate, junction plate and pipe pillow; Prefabricated foundation plate is groove type plate, comprises base plate and the cell wall connecting as one, and prefabricated foundation plate is spliced into foundation structure in order, and junction plate is located between contiguous prefabricated foundation slab and is padded on the below of prefabricated foundation plate, and pipe pillow is located at the base plate top of prefabricated foundation plate.
The beneficial effects of the utility model are: prefabricated foundation plate of the present utility model is designed to trench structure, have greatly alleviated the weight of prefabricated foundation plate, are conducive to lifting.Pipe pillow can be used for adjusting the absolute altitude of pipeline.Use the utility model easy construction, good integrity, intensity is high, and the duration is short, has higher social benefit, environmental benefit and economic benefit.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the schematic diagram of the utility model junction plate and seam.
Fig. 3 is Fig. 2 A-A generalized section.
The specific embodiment
Below in conjunction with drawings and Examples, the utility model is described in further detail.
As shown in Figure 1, Figure 2 and Figure 3, the utility model comprises prefabricated foundation plate 1, junction plate 4 and pipe pillow 2; Prefabricated foundation plate 1 is groove type plate, comprises base plate 1-3 and the cell wall 1-2 connecting as one, and prefabricated foundation plate 1 is spliced into foundation structure in order.Junction plate 4 is located between contiguous prefabricated foundation slab 1 and is padded on the below of prefabricated foundation plate 1, and pipe pillow 2 is located at the base plate 1-3 top of prefabricated foundation plate 1.
The remaining space installing in the groove of prefabricated foundation plate 1 after drainage pipe tamps with concrete 3.
Ordered arrangement and concrete watering at prefabricated foundation plate 1, junction plate 4 and pipe pillow 2 pour down, and have formed drainage pipe assembled integral reinforced concrete foundation structure of the present utility model.
Claims (3)
1. a drainage pipe assembled integral reinforced concrete foundation structure, comprises prefabricated foundation plate, junction plate and pipe pillow; It is characterized in that prefabricated foundation plate is groove type plate, comprise base plate and the cell wall connecting as one, prefabricated foundation plate is spliced into foundation structure in order, and junction plate is located between contiguous prefabricated foundation slab and is padded on the below of prefabricated foundation plate, and pipe pillow is located at the base plate top of prefabricated foundation plate.
2. drainage pipe assembled integral reinforced concrete foundation structure according to claim 1, it is characterized in that prefabricated foundation edges of boards side is provided with connecting reinforcement, seam is left in contiguous prefabricated foundation slab stitching portion, the connecting reinforcement of contiguous prefabricated foundation slab is at seam crossing by steel connector or welding manner or connect by overlapping mode, and seam crossing tamps concrete.
3. drainage pipe assembled integral reinforced concrete foundation structure according to claim 1, is characterized in that managing the base plate upside central authorities that pillow is located at prefabricated foundation plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320476364.8U CN203393740U (en) | 2013-08-06 | 2013-08-06 | Integral reinforced concrete foundation structure for assembling drainage pipelines |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320476364.8U CN203393740U (en) | 2013-08-06 | 2013-08-06 | Integral reinforced concrete foundation structure for assembling drainage pipelines |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203393740U true CN203393740U (en) | 2014-01-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320476364.8U Expired - Lifetime CN203393740U (en) | 2013-08-06 | 2013-08-06 | Integral reinforced concrete foundation structure for assembling drainage pipelines |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203393740U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105239660A (en) * | 2015-11-09 | 2016-01-13 | 中建八局第四建设有限公司 | Diversion trench and diversion trench construction method |
| CN106759384A (en) * | 2016-12-24 | 2017-05-31 | 中铁十八局集团有限公司 | A kind of method that use prefabricated pipeline base plate does Brace in Deep Footing Groove |
| CN109356353A (en) * | 2018-11-28 | 2019-02-19 | 金螳螂精装科技（苏州）有限公司 | A kind of ground layer mounting structure of subsided rest room |
| CN115075287A (en) * | 2022-06-17 | 2022-09-20 | 江苏顺为绿色建筑科学研究院有限公司 | Disassembly-free prefabricated pipeline foundation and construction method thereof |
| CN115075287B (en) * | 2022-06-17 | 2024-06-04 | 江苏顺为绿色建筑科学研究院有限公司 | Disassembly-free prefabricated pipeline foundation and construction method thereof |
-
2013
- 2013-08-06 CN CN201320476364.8U patent/CN203393740U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105239660A (en) * | 2015-11-09 | 2016-01-13 | 中建八局第四建设有限公司 | Diversion trench and diversion trench construction method |
| CN106759384A (en) * | 2016-12-24 | 2017-05-31 | 中铁十八局集团有限公司 | A kind of method that use prefabricated pipeline base plate does Brace in Deep Footing Groove |
| CN109356353A (en) * | 2018-11-28 | 2019-02-19 | 金螳螂精装科技（苏州）有限公司 | A kind of ground layer mounting structure of subsided rest room |
| CN115075287A (en) * | 2022-06-17 | 2022-09-20 | 江苏顺为绿色建筑科学研究院有限公司 | Disassembly-free prefabricated pipeline foundation and construction method thereof |
| CN115075287B (en) * | 2022-06-17 | 2024-06-04 | 江苏顺为绿色建筑科学研究院有限公司 | Disassembly-free prefabricated pipeline foundation and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 314505 No.318, Zhonghuan South Road, Jiaxing City, Zhejiang Province Patentee after: Yangtze River Delta (Jiaxing) Urban and Rural Construction Design Group Co.,Ltd. Address before: 314505 No.318, Zhonghuan South Road, Jiaxing City, Zhejiang Province Patentee before: JIAXING PLANNING & RESEARCH INSTITUTE Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140115 |
|
| CX01 | Expiry of patent term |