CN205475360U - Basement secretly buries rubble drainage structures - Google Patents
Basement secretly buries rubble drainage structures Download PDFInfo
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- CN205475360U CN205475360U CN201620139987.XU CN201620139987U CN205475360U CN 205475360 U CN205475360 U CN 205475360U CN 201620139987 U CN201620139987 U CN 201620139987U CN 205475360 U CN205475360 U CN 205475360U
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- rubble
- basement
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- net
- buries
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Abstract
The utility model provides a basement secretly buries rubble drainage structures, the rubble that secretly buries including laying in the basement is netted and the sump pit, secretly bury rubble net communicate in sump pit and basement leakage point, secretly bury the drainage of rubble net aspect extremely the sump pit. The utility model discloses a basement sets up the sump pit and secretly buries the rubble net with laying, secretly buries the rubble net and communicates in sump pit and basement leakage point, and the water of basement leakage point seepage is secretly buried the drainage of rubble net aspect extremely the sump pit to can keep indoor seasoning, reduce and to safeguard the maintenance cost, both applicable temporary works, also can set up in formal engineering include that the room is built, road, underground pipe gallery, underground structure etc. Solved basement seepage, moist scheduling problem.
Description
Technical field
The basement bottom board antiseepage that this utility model relates to the realm of building construction is moistureproof, is specifically related to one
Basement secretly buries rubble discharge structure.
Background technology
Now with the exploitation of the underground space, stepping up of people's living standard, the ring to the underground space
Border proposes high requirement, and basement bottom board is due to by the factor shadow such as foundation uneven settlement, groundwater pressure
Ring, it may appear that Seepage, bring worry to the work of people, life.Basement indoor and outdoor wall, the end
Plate structure construction seepage, for breakthrough leak stopping, repair more convenient effectively, but be to look for seepage place
Relatively difficult, because part backplane and body of wall are composite constructions, external structure leaks through composite construction layer
Gap manifests at other positions of surface texture, and part substantially repairing point is not actual breakthrough, then
There are other breakthroughs in surface texture, increases and searches breakthrough difficulty, strengthens actual maintenance maintenance expense.
Utility model content
For overcoming the defect existing for prior art, a kind of basement of existing offer secretly buries rubble discharge structure,
To solve the problem such as basement leakage, humidity.
For achieving the above object, a kind of basement secretly buries rubble discharge structure, including being layed in basement
Secretly bury rubble net and sump, the described rubble net that secretly buries is communicated in described sump and basement leakage
Point, the described rubble net slope aspect that secretly buries is drained to described sump.
This utility model basement secretly buries further improvement is that of rubble discharge structure, described secretly bury broken
Stone net includes the crisscross rubble passage communicated, and described rubble passage is enclosed with molding soft cloth layer.
This utility model basement secretly buries further improvement is that of rubble discharge structure, and described molding is soft
Layer of cloth is plastic sheeting or needle-punched geotextiles.
This utility model basement secretly buries further improvement is that of rubble discharge structure, and described rubble leads to
Road width is 150mm to 600mm, and thickness is 50mm to 300mm.
This utility model basement secretly buries further improvement is that of rubble discharge structure, described secretly bury broken
The backfill on ground floor, basement bottom board basis underlayer or basement roof that stone net laying is located on base plate
Soil layer.
This utility model basement secretly buries further improvement is that of rubble discharge structure, described secretly bury broken
The rubble laid in stone net selects 30mm to 40mm rubble, 20mm to 30mm rubble, 10mm
One or more to 20mm rubble.
The beneficial effects of the utility model are, arrange sump by basement and rubble is secretly buried in laying
Net, secretly buries rubble net and is communicated in sump and basement leakage point, and the water of basement leakage point seepage is by secretly
Bury rubble net slope aspect and be drained to described sump such that it is able to keep indoor seasoning, reduce maintenance and repair and take
By, the most applicable temporary project, it is possible to be arranged at formal engineering include room build, road, underground pipe gallery,
Underground structures etc., solve the problem such as basement leakage, humidity.
Accompanying drawing explanation
Fig. 1 is the partial top view that this utility model basement secretly buries rubble discharge structure.
Fig. 2 is the drain schematic diagram that this utility model basement secretly buries rubble discharge structure.
Fig. 3 is the sectional view that this utility model basement secretly buries rubble discharge structure medium stone passage.
Detailed description of the invention
Below by way of specific instantiation, embodiment of the present utility model, those skilled in the art are described
Other advantages of the present utility model and effect can be understood easily by the content disclosed by this specification.This reality
Can also be carried out by the most different detailed description of the invention with novel or apply, in this specification
Every details can also be carried out under without departing from spirit of the present utility model based on different viewpoints and application
Various modifications or change.
It should be noted that structure depicted in this specification institute accompanying drawings, ratio, size etc., the most only
In order to coordinate the content disclosed in description, understand for those skilled in the art and read, not using
To limit the enforceable qualifications of this utility model, therefore do not has technical essential meaning, any structure
Modification, the change of proportionate relationship or the adjustment of size, do not affecting the merit that this utility model can be generated by
Under the purpose imitated and can reach, all should still fall and obtain can contain at the technology contents disclosed in this utility model
In the range of.Meanwhile, in this specification cited as " on ", D score, "left", "right",
The term of " middle " and " one " etc., is merely convenient to understanding of narration, and is not used to limit this practicality
Novel enforceable scope, being altered or modified of its relativeness, changing under technology contents without essence,
When being also considered as the enforceable category of this utility model.
Refer to Fig. 1, Fig. 2 and Fig. 3, Fig. 1 is that this utility model basement secretly buries rubble discharge structure
Partial top view, Fig. 2 is the drain schematic diagram that this utility model basement secretly buries rubble discharge structure,
Fig. 3 is the sectional view that this utility model basement secretly buries rubble discharge structure medium stone passage.
As shown in Figure 1, Figure 2 and Figure 3, this utility model provides a kind of basement and secretly buries rubble draining
Structure, secretly buries rubble net 1 and sump 2 including be layed in basement, described secretly buries rubble net 1 even
Lead in described sump 2 and basement leakage point, described secretly bury rubble net 1 slope aspect be drained to described in catchment
Well 2.Can be drained to described sump 2 for the ease of secretly burying rubble net 1, sump 2 is located at underground
Room physical features lowest part, so that secretly bury rubble net 1 have a drainage grade, it is possible to automatically will enter
Secretly bury the water in rubble net 1 to be drained in sump 2.Described basement leakage point at least includes basement
Exterior wall, base plate, structural column 3 and wall pipe hole.This utility model basement secretly buries rubble discharge structure and exists
During construction, illustrate with structural column 3 for breakthrough, as depicted in figs. 1 and 2, first, in underground
Room arranges sump 2；Then, lay rubble at basement and secretly bury rubble net 1, wherein, secretly to be formed
Bury rubble net 1 and be communicated in sump 2 and basement leakage point, such as, secretly bury rubble net 1 and be communicated in knot
Structure post 3, when the junction of structural column 3 with basement bottom board occurs seepage, the aquiform stool of seepage flows into dark
Bury in rubble net 1；Then as it is shown on figure 3, casting concrete ground floor 51, the concrete ground poured
Surface layer 51 is covered in and secretly buries rubble net 1；When there is seepage, structural column 3 and basement floor constructions 50
The water that leaks out of junction and the water that leaks out of other breakthrough flow into and secretly bury rubble net 1, and by secretly
Bury rubble net 1 to be drained in sump 2 such that it is able to keep indoor seasoning, reduce maintenance and repair expense,
The most applicable temporary project, it is possible to be arranged at formal engineering include room build, road, underground pipe gallery, underground
Structures etc., solve the problem such as basement leakage, humidity.
Hereinafter said modules is described in detail.
Refer to Fig. 1, Fig. 2 and Fig. 3, Fig. 3 is that this utility model basement secretly buries rubble discharge structure
The sectional view of medium stone passage 10, secretly bury rubble net 1 can with the ground floor on base plate, can also lay
In basement bottom board basis underlayer, or the back fill course being layed on basement roof.Secretly bury rubble
Net 1 is constructed for basement bottom board, when being layed in the blinding layer under basement bottom board, and basement structure
Row underground hydrops can be dropped during construction swim with underground；Secretly bury rubble net 1 to can also be used on basement roof
Back fill course is constructed, when being layed in basement roof back fill course, it is possible to reduces basement roof hydrops and prevents
Only seepage, improves backfill soil drainage effect.
Refer to Fig. 1 and Fig. 3, closer, secretly bury rubble net 1 include crisscross communicate broken
Stone passage 10, described rubble passage 10 is enclosed with molding soft cloth layer 11.Molding soft cloth layer 11 is permissible
For plastic sheeting or needle-punched geotextiles.As it is shown on figure 3, rubble passage 10 can be layed at the bottom of basement
On concrete ground surface layer 51 on plate, rubble passage 10 width is 150mm to 600mm, and thickness is
50mm to 300mm.Secretly bury rubble net 1 in basement, arrange distance exterior wall 0mm to 600mm,
Distance interior wall, intercolumniation axis 0mm to 600mm.The rubble of composition rubble passage 10 selects coarse aggregate
One in 30mm to 40mm rubble, 20mm to 30mm rubble, 10mm to 20mm rubble
Or it is multiple.Rubble uses the parcel molding of the soft cloth such as plastic sheeting or needle-punched geotextiles after laying, or formwork becomes
Type.
After having said structure feature, in conjunction with Fig. 1 to Fig. 3, this utility model can be real by procedure below
Execute:
First, sump 2 is set at basement physical features lowest part；
Then, rubble is laid to form rubble passage 10, the crisscross phase of rubble passage 10 at basement
What logical formation was communicated in sump 2 secretly buries rubble net 1, and wherein, some rubble passage 10 is communicated in ground
Lower room breakthrough, such as outer wall of basement, base plate, structural column 3 etc., rubble passage 10 is communicated in knot
Structure post 3, when the junction of structural column 3 with basement bottom board occurs seepage, the aquiform stool of seepage flows into broken
In stone passage 10；
Then, rubble passage 10 uses the parcel molding of the soft cloth such as plastic sheeting or needle-punched geotextiles；
It is preferred that arrange bright gutter 4 at basement bottom board formwork, for bright gutter 4, rubble passage 10
Be equivalent to covered drainage ditch；
Then, casting concrete ground floor 51, the concrete ground surface layer 51 poured is covered in and secretly buries rubble
Net 1；When there is seepage, the water that the junction of structural column 3 and basement floor constructions 50 leaks out with
And the water that other breakthrough leaks out flows in rubble passage 10, and it is drained to by secretly burying rubble net 1
In sump 2 such that it is able to keep indoor seasoning, reduce maintenance and repair expense, the most applicable casual labour
Journey, it is possible to be arranged at formal engineering include room build, road, underground pipe gallery, underground structure etc., solve
The problems such as basement leakage.
The beneficial effects of the utility model are:
By basement arrange sump and lay secretly bury rubble net, secretly bury rubble net be communicated in sump and
Basement leakage point, the water of basement leakage point seepage secretly buried rubble net slope aspect be drained to described in catchment
Well such that it is able to keep indoor seasoning, reduces maintenance and repair expense, the most applicable temporary project, it is possible to
Be arranged at formal engineering include room build, road, underground pipe gallery, underground structure etc., solve basement
The problem such as seepage, humidity.
Above in association with accompanying drawing embodiment, this utility model is described in detail, ordinary skill in this area
This utility model can be made many variations example by personnel according to the above description.Thus, some in embodiment
Details should not constitute restriction of the present utility model, and this utility model will define with appended claims
Scope is as protection domain.
Claims (6)
1. a basement secretly buries rubble discharge structure, it is characterised in that include being layed in basement
Secretly burying rubble net and sump, the described rubble net that secretly buries is communicated in described sump and basement leakage point,
The described rubble net slope aspect that secretly buries is drained to described sump.
Basement the most according to claim 1 secretly buries rubble discharge structure, it is characterised in that institute
State and secretly bury rubble net and include the crisscross rubble passage communicated, described rubble passage is enclosed with molding soft
Layer of cloth.
Basement the most according to claim 2 secretly buries rubble discharge structure, it is characterised in that institute
Stating molding soft cloth layer is plastic sheeting or needle-punched geotextiles.
Basement the most according to claim 2 secretly buries rubble discharge structure, it is characterised in that institute
Stating rubble channel width is 150mm to 600mm, and thickness is 50mm to 300mm.
Basement the most according to claim 1 secretly buries rubble discharge structure, it is characterised in that institute
State ground floor, basement bottom board basis underlayer or the basement roof secretly burying rubble net laying and being located on base plate
On back fill course.
Basement the most according to claim 1 secretly buries rubble discharge structure, it is characterised in that institute
State and secretly bury the rubble laid in rubble net and select 30mm to 40mm rubble, 20mm to 30mm broken
One or more in stone, 10mm to 20mm rubble.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620139987.XU CN205475360U (en) | 2016-02-25 | 2016-02-25 | Basement secretly buries rubble drainage structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620139987.XU CN205475360U (en) | 2016-02-25 | 2016-02-25 | Basement secretly buries rubble drainage structures |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205475360U true CN205475360U (en) | 2016-08-17 |
Family
ID=56678926
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620139987.XU Expired - Fee Related CN205475360U (en) | 2016-02-25 | 2016-02-25 | Basement secretly buries rubble drainage structures |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205475360U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108678029A (en) * | 2018-06-29 | 2018-10-19 | 中国建筑第五工程局有限公司 | A kind of hills rich water area basement guarded drainage construction method near a river |
-
2016
- 2016-02-25 CN CN201620139987.XU patent/CN205475360U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108678029A (en) * | 2018-06-29 | 2018-10-19 | 中国建筑第五工程局有限公司 | A kind of hills rich water area basement guarded drainage construction method near a river |
| CN108678029B (en) * | 2018-06-29 | 2023-12-26 | 中国建筑第五工程局有限公司 | Water-rich land area basement water-proof and drainage construction method for river-facing hills |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20160817 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |