CN206396771U - Building basement ground construction conserves discharge structure - Google Patents
Building basement ground construction conserves discharge structure Download PDFInfo
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- CN206396771U CN206396771U CN201621313957.2U CN201621313957U CN206396771U CN 206396771 U CN206396771 U CN 206396771U CN 201621313957 U CN201621313957 U CN 201621313957U CN 206396771 U CN206396771 U CN 206396771U
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Abstract
The utility model discloses a kind of building basement ground construction maintenance discharge structure, including basement ground concrete layer, it is characterized in that：Microlith layer is provided below in basement ground concrete layer, microlith layer is laid on underground soil body surface, the underground soil body surface, which is excavated downwards, the gutter being distributed longitudinally or transversely, first drinking-water pipe is passed down through basement ground concrete layer depth and entered in gutter, and first drinking-water pipe is communicated with the external world.The structure can conserve stage pump drainage underground water in underground room floor.
Description
Technology leads city
The utility model is related to a kind of building basement ground construction maintenance discharge structure.The utility model is also related to
And a kind of method that discharge structure construction basement concrete layer is conserved using above-mentioned building basement ground construction.
Background technology
Rich in aqua region, underground room floor is because going deep into the soil body, and when pouring, basement ground concrete layer can be by ground
The pressure of lower water, is completed, it is easy to formed under groundwater pressure in maintenance stage basement ground concrete layer ot-yet-hardened
Crack, so as to influence quality.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of building basement ground construction maintenance row
Water-bound, the structure can conserve stage pump drainage underground water in underground room floor.Technical problem to be solved in the utility model is also
Discharge structure construction basement concrete layer is conserved including providing a kind of above-mentioned building basement ground construction of use
Method
The technical scheme that the utility model is used is：Building basement ground construction conserves discharge structure, bag
Basement ground concrete layer is included, microlith layer is provided below in basement ground concrete layer, and microlith layer is laid on the underground soil body
Surface, the underground soil body surface, which is excavated downwards, the gutter being distributed longitudinally or transversely, and the first drinking-water pipe is passed down through ground
Lower room floor concrete layer gos deep into gutter, and first drinking-water pipe is communicated with the external world.
The utility model has the following effects that：Underground water below basement ground concrete layer can converge to microlith first
Layer, discharges the external world, so that hydraulic pressure upwards under hydraulic pressure or water plug effect via the gutter and drinking-water pipe of microlith layer
It is released, it is not damaged to the concrete layer for conserving the stage.
Below in conjunction with the accompanying drawings and embodiment the utility model is described in further detail.
Brief description of the drawings
Fig. 1 conserves discharge structure for the building basement ground construction that the utility model the first embodiment is provided
Structural representation.
Fig. 2 conserves discharge structure for the building basement ground construction that second of embodiment of the utility model is provided
Structural representation.
Embodiment
Shown in reference picture 1, the building basement ground construction maintenance that the first embodiment of the utility model is provided
Microlith layer 2, microlith layer 2 is provided below in discharge structure, including basement ground concrete layer 1, basement ground concrete layer 1
Underground soil body surface is laid on, the underground soil body surface, which is excavated downwards, the gutter 3 being distributed longitudinally or transversely, and first takes out
Water pipe 4, which is passed down through basement ground concrete layer 1, to be goed deep into gutter 3, and first drinking-water pipe 4 is communicated with the external world, this reality
Applying the mode arranged in example on underground water has two kinds, and the first is, not by equipment, directly to be formed by underground water under closed environment
Pressure, underground water is discharged to the external world from the first drinking-water pipe 4；Second is that the first drinking-water pipe 4 is configured with the first water plug,
First water plug is generally suction pump, and water is discharged into the external world with the first water plug.
Shown in reference picture 1, on the basis of the first above-mentioned embodiment, in order to which the underground water for utilizing pump drainage is used to conserve ground
The concrete layer of lower room, first drinking-water pipe 4 is laid in basement concrete wall face 5, and first drinking-water pipe 4 is with collecting
Groove 6 is turned on, and collector groove 6 is on the top in the basement concrete wall face 5, and the collector groove 6 is connected with weep pipe 7, is dripped
Weeper, inner side of the weep pipe 7 just to basement concrete wall surface 5, the collector groove 6 and weep pipe 7 are intervally distributed with pipe 7
Junction be provided with valve 8 and opened and closed with control passage.When the first drinking-water pipe 4 is in basement concrete wall face 5, on ground
The maintenance stage of the concrete layer of lower room concrete wall surface 5 can distribute amount of heat, and such as discharge will cause wall crazing not in time, this
When the underground water constantly discharged upwards via the first drinking-water pipe 4 can take away amount of heat, it is to avoid mix in basement concrete wall face 5
Solidifying soil layer cracking, while underground water can be also converged in collector groove 6, the maintenance stage in basement concrete wall face 5 opens valve
Door 8, promotes the underground water in collector groove 6 to be gradually dropped from weep pipe 7 on the inside of the concrete layer of basement concrete wall face 5,
The structure can substitute artificial watering to a certain extent, and can save substantial amounts of water.Because of the water and shakiness arranged on underground water
Fixed, the maintenance discharge structure of the present embodiment is applied to have the certain thickness concrete layer of basement concrete wall face 5, but uncomfortable
Close the concrete layer of significant volume.
Shown in reference picture 1, the utility model is additionally provided conserves row using above-mentioned building basement ground construction
The method of water-bound construction basement concrete layer, comprises the following steps：
A, before basement ground concrete layer 1 is poured, basement soil body surface is flattened；
B, soil body surface vertically and horizontally downwards excavate gutter 3；
C, the microlith layer 2 in basement soil body surface laying 200-300 millimeters thicks；
D, it is vertical lay in the first drinking-water pipe 4, the bottom insertion gutter 3 of the first drinking-water pipe 4, the first drinking-water pipe 4 it is upper
End and extraneous conducting；
E, basement ground concrete layer 1 is poured, groundwater pressure penetrates into microlith layer 2 when increasing, and converges to diversion
In groove 3, through the first drinking-water pipe 4, discharge is extraneous upwards, until groundwater pressure is balanced with external pressure.
Shown in reference picture 1, in above-mentioned steps D, first drinking-water pipe 4 is laid in the mould in basement concrete wall face 5
In plate, first drinking-water pipe 4 is turned on collector groove 6, and collector groove 6, which is in, to be prepared to pour the basement concrete wall face 5
On top；In the step E, basement ground concrete layer 1 is poured finish after, the collector groove 6 is connected with weep pipe 7,
It is intervally distributed with weeper on weep pipe 7, inner side of the weep pipe 7 just to basement concrete wall surface, the collector groove 6 is with dripping
The junction of pipe 7 is provided with valve 8 and opened and closed with control passage, when basement concrete wall surface 5 needs to carry out watering maintenance, is opened
Opening the valve 8 promotes the water in collector groove 6 to flow into weep pipe 7, and is dripped to by weeper on basement concrete wall face 5.
Shown in reference picture 2, second of embodiment of the utility model and the first embodiment are essentially identical, and the present embodiment is main
Suitable for mass concrete layer, it differs only in following structure with the first embodiment：Set above the basement
There is transverse collector pipe 9, first drinking-water pipe 4 is connected with transverse collector pipe 9, and transverse collector pipe 9 is connected with sedimentation basin 10.Institute
Basement underground is stated with sump 11, sump 11 is connected with the second upward drinking-water pipe 12, and the second drinking-water pipe 12 is configured with
Second water plug 13, the second drinking-water pipe 12 is connected with the sedimentation basin 10, and the underground water in the sump 11 is taken out by second
Water installations 13 are acted on to be discharged in sedimentation basin 10 through the second drinking-water pipe 12, and the top of sedimentation basin 10 carries the 3rd drinking-water pipe 14, the 3rd
Draw water end of the drinking-water pipe 14 in sedimentation basin 10 is configured with screen pack, and the 3rd drinking-water pipe 14 is configured with the 3rd water plug 15, institute
State the 3rd drinking-water pipe 14 to be connected with circulatory pool 16, hot channel 17 is laterally laid with the basement concrete wall face 5, radiate
The two ends of pipeline 17 are connected with circulatory pool 16, and its liquid heat eliminating medium is the water in circulatory pool 16.Horizontal stroke is added in the structure
To the hot channel 17 of distribution, and add sump 11 bigger water is provided to sedimentation basin 10, so as to have enough
The radiating that many waters are used for hot channel 17 is circulated.
Claims (5)
1. a kind of building basement ground construction conserves discharge structure, including basement ground concrete layer, its feature
It is：Microlith layer is provided below in basement ground concrete layer, and microlith layer is laid on underground soil body surface, the underground soil body table
Excavating downwards has the gutter being distributed longitudinally or transversely, and the first drinking-water pipe is passed down through basement ground concrete layer depth and entered
In gutter, first drinking-water pipe is communicated with the external world.
2. building basement ground construction according to claim 1 conserves discharge structure, it is characterized in that：It is described to take out
Water pipe is configured with the first water plug.
3. building basement ground construction according to claim 1 or 2 conserves discharge structure, it is characterized in that：Institute
State the first drinking-water pipe to be laid in basement concrete wall face, transverse collector pipe, described first are provided with above the basement
Drinking-water pipe is connected with transverse collector pipe, and transverse collector pipe is connected with sedimentation basin.
4. building basement ground construction according to claim 1 or 2 conserves discharge structure, it is characterized in that：Institute
State the first drinking-water pipe to be laid in basement concrete wall face, first drinking-water pipe is turned on collector groove, collector groove is in institute
On the top for stating basement concrete wall face, the collector groove is connected with weep pipe, and weeper is intervally distributed with weep pipe, is dripped
The inner side just to basement concrete wall surface is managed, the junction of the collector groove and weep pipe is provided with valve and opened with control passage
Close.
5. building basement ground construction according to claim 3 conserves discharge structure, it is characterized in that：Describedly
Lower room underground carries sump, and sump is connected with the second upward drinking-water pipe, and the second drinking-water pipe is configured with the second water plug,
Second drinking-water pipe is connected with the sedimentation basin, and the underground water in the sump is acted on through the second drinking-water pipe by the second water plug
It is discharged in sedimentation basin, the top of sedimentation basin carries the 3rd drinking-water pipe, and draw water end of the 3rd drinking-water pipe in sedimentation basin was configured with
Filter screen, the 3rd drinking-water pipe is configured with the 3rd water plug, and the 3rd drinking-water pipe is connected with circulatory pool, the concrete of basement
Hot channel is laterally laid with metope, the two ends of hot channel are connected with circulatory pool.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621313957.2U CN206396771U (en) | 2016-12-02 | 2016-12-02 | Building basement ground construction conserves discharge structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621313957.2U CN206396771U (en) | 2016-12-02 | 2016-12-02 | Building basement ground construction conserves discharge structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206396771U true CN206396771U (en) | 2017-08-11 |
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ID=59510134
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621313957.2U Active CN206396771U (en) | 2016-12-02 | 2016-12-02 | Building basement ground construction conserves discharge structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN206396771U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106703057A (en) * | 2016-12-02 | 2017-05-24 | 温州中海建设有限公司 | Basement ground construction maintenance drainage structure of large building and method for constructing basement concrete layer |
| CN111691467A (en) * | 2020-06-22 | 2020-09-22 | 福建省华策建设集团有限公司 | Construction method for basement water prevention and drainage combination |
-
2016
- 2016-12-02 CN CN201621313957.2U patent/CN206396771U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106703057A (en) * | 2016-12-02 | 2017-05-24 | 温州中海建设有限公司 | Basement ground construction maintenance drainage structure of large building and method for constructing basement concrete layer |
| CN111691467A (en) * | 2020-06-22 | 2020-09-22 | 福建省华策建设集团有限公司 | Construction method for basement water prevention and drainage combination |
| CN111691467B (en) * | 2020-06-22 | 2022-01-11 | 福建省华策建设集团有限公司 | Construction method for basement water prevention and drainage combination |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 325000 Room 101, 832 Gaotong Road, Panqiao Street, Ouhai District, Wenzhou City, Zhejiang Province Patentee after: ZHEJIANG ZHENGLI HIGH TECHNOLOGY CONSTRUCTION CO., LTD. Address before: 325000 Great Wall Group, Jingshan Street, Ouhai District, Wenzhou City, Zhejiang Province, Room 301-310 Patentee before: Wenzhou Zhonghai Construction Co., Ltd. |
|
| CP03 | Change of name, title or address |