CN207739293U - A kind of basement roof waterproof construction - Google Patents
A kind of basement roof waterproof construction Download PDFInfo
- Publication number
- CN207739293U CN207739293U CN201820058761.6U CN201820058761U CN207739293U CN 207739293 U CN207739293 U CN 207739293U CN 201820058761 U CN201820058761 U CN 201820058761U CN 207739293 U CN207739293 U CN 207739293U
- Authority
- CN
- China
- Prior art keywords
- layer
- basement
- geotextiles
- waterproof
- water
- Prior art date
- 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
Links
- 238000010276 construction Methods 0.000 title claims abstract description 19
- 229920002521 macromolecule Polymers 0.000 claims abstract description 19
- 239000004746 geotextile Substances 0.000 claims abstract description 17
- 239000002689 soil Substances 0.000 claims abstract description 16
- 239000004567 concrete Substances 0.000 claims abstract description 15
- 235000013311 vegetables Nutrition 0.000 claims description 7
- 239000011083 cement mortar Substances 0.000 claims description 6
- 239000004575 stone Substances 0.000 claims description 6
- 239000010410 layer Substances 0.000 abstract description 51
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 15
- 239000011241 protective layer Substances 0.000 abstract description 2
- 238000000926 separation method Methods 0.000 abstract description 2
- 238000004078 waterproofing Methods 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 6
- 239000011449 brick Substances 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 230000003487 anti-permeability effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004745 nonwoven fabric Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000005476 soldering Methods 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 210000004243 sweat Anatomy 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
A kind of basement roof waterproof construction, it is related to basement waterproofing field, and in particular to a kind of basement roof waterproof construction.It includes basement water-proof concrete top plate, sloping layer, waterproof layer, macromolecule protection draining special-shaped tablets self-adhesion geotextiles, sand-gravel cushion, planting soil layer, sloping layer is equipped with above the basement water-proof concrete top plate, the sloping layer top is protected equipped with macromolecule equipped with waterproof layer, waterproof layer top and drains special-shaped tablets self-adhesion geotextiles, the macromolecule protects and drains special-shaped tablets self-adhesion geotextiles top equipped with sand-gravel cushion, sand-gravel cushion top equipped with planting soil layer, and the macromolecule, which protects, drains special-shaped tablets self-adhesion geotextiles as dentalation.It realize zero gradient functional in organized water drainage, cancel sloping layer, protective layer, separation layer, instead of conventional discharge filter layer, water leaking-in is collected, as gard watering water; water resource is saved, it is easy for construction, save construction period; cost is saved, convenient for safeguarding, reduces and blocks.
Description
Technical field
The utility model is related to basement waterproofing fields, and in particular to a kind of basement roof waterproof construction.
Background technology
With the development of economy with the quickening of urbanization process, the utilization rate of urban underground space constantly promotes, and underground is empty
Between build it is also more and more extensive.The basement of urban construction is increasing, and more and more deeply, this is urban architecture enlargement, high level
Change and make full use of that basement space brings as a result, however the building enclosure of basement is often subject to the erosion of various water,
To ensure that basement has good use environment, use condition and service life, waterproof design for basement should be carried out.
Tradition rubble drainage blanket construction technology at present：Since stone dead weight is very big, so greatly increasing basement
The load of top plate, influences stable structure；The vehicle for transporting stone is walked in shed deckhead, be easy to cause shed deckhead and concrete is protected
Sheath cracks；Increase roofing arrangement of reinforcement, increases cost；The height that stone will reach certain just has drainage effect, so can increase
Earthwork excavated volume；Stone itself does not have root resistance, it is necessary to be laid with root-resistant puncturing layer；It is smaller between stone gap, it be easy to cause
Gap blocks, and influences drainage effect.
Tradition blind pipe or brick blind drainage construction technology at present：Weeper drain is circle, and draining sectional area is small, draining effect
Rate is low；Weeper drain is comprehensive trepanning, and the water in french drain can be penetrated into constantly on shed deckhead；Weeper drain compression strength is low,
French drain deformation is be easy to cause when backfill to block；Weeper drain belongs to osmosis type draining, and drainage speed is slow；Brick french drain dead weight
Greatly, material and high labor cost；Brick french drain be easy to cause water drainage hole plug due to cement mortar to be used；Brick french drain pair
Backfill is more demanding.How to promote the waterproof ability of basement is those skilled in the art's technical problems to be solved.
Utility model content
The purpose of this utility model is that it is in view of the drawbacks of the prior art and insufficient, a kind of basement roof waterproof knot is provided
Structure, it is anti-in basement that it can solve traditional at present rubble drainage blanket construction technology, blind pipe or brick blind drainage construction technology
Some defects that will produce in water.
To achieve the above object, the utility model is using following technical scheme：It includes basement water-proof concrete top
Plate 1, sloping layer 2, waterproof layer 3, macromolecule protection draining special-shaped tablets self-adhesion geotextiles 4, sand-gravel cushion 5, planting soil layer 6, it is described
1 top of basement water-proof concrete top plate is equipped with sloping layer 2, and 2 top of the sloping layer is equipped on waterproof layer 3, the waterproof layer 3
Side is equipped with macromolecule protection draining special-shaped tablets self-adhesion geotextiles 4,4 top of macromolecule protection draining special-shaped tablets self-adhesion geotextiles
It is equipped with planting soil layer 6, the macromolecule protection draining special-shaped tablets self-adhesion geotechnique equipped with sand-gravel cushion 5,5 top of the sand-gravel cushion
Cloth 4 is dentalation.
It also includes vegetable layer 7, and the vegetable layer 7 is located in planting soil layer 6.
The waterproof layer 3 is the waterproof roll more than 4mm thickness.
The sloping layer 2 is pea gravel concreten or cement mortar, and slope is looked for be more than 1%.
The operation principle of the utility model：Protect draining special-shaped tablets self-adhesion geotextiles that extra water is had group using macromolecule
That knits drains into sump by rhone and carries out secondary use to the collection water in sump.
After adopting the above technical scheme, the utility model has the beneficial effect that：It realizes that zero gradient functional in organized water drainage, cancellation are looked for
Slope layer, protective layer, separation layer, instead of conventional discharge filter layer, water leaking-in is collected, as gard watering water, is saved
Water resource, it is easy for construction, construction period is saved, cost is saved, convenient for safeguarding, reduces and blocks.
Description of the drawings
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, before not making the creative labor property
It puts, other drawings may also be obtained based on these drawings.
Fig. 1 is the structural schematic diagram of the utility model.
Reference sign：Basement water-proof concrete top plate 1, sloping layer 2, waterproof layer 3, macromolecule protection draining are special-shaped
Piece self-adhesion geotextiles 4, sand-gravel cushion 5, planting soil layer 6, vegetable layer 7.
Specific implementation mode
Shown in Fig. 1, present embodiment the technical solution adopted is that：It includes basement water-proof concrete top plate
1, sloping layer 2, waterproof layer 3, macromolecule protection draining special-shaped tablets self-adhesion geotextiles 4, sand-gravel cushion 5, planting soil layer 6, describedly
1 top of lower room water-proof concrete top plate is equipped with sloping layer 2, and 2 top of the sloping layer is equipped with waterproof layer 3,3 top of the waterproof layer
Draining special-shaped tablets self-adhesion geotextiles 4,4 top of macromolecule protection draining special-shaped tablets self-adhesion geotextiles are protected to set equipped with macromolecule
There are sand-gravel cushion 5,5 top of the sand-gravel cushion to be equipped with planting soil layer 6, the macromolecule protection draining special-shaped tablets self-adhesion geotextiles
4 be dentalation.It also includes vegetable layer 7, and the vegetable layer 7 is located in planting soil layer 6.The waterproof layer 3 is more than 4mm thickness
Waterproof roll.The sloping layer 2 is pea gravel concreten or cement mortar, and slope is looked for be more than 1%.
The thickness of planting soil must meet soil thickness needed for the seedling growth object of top.The peace of macromolecule protection draining special-shaped tablets
Dress construction root be directly laid on the waterproof layer to have completed according to the figure, the field edge lap of plank by the way of hot air welding,
Short side uses the overlapping mode of sweat soldering, and grid and non-woven fabrics are respectively using overlapped overlapping mode, length edge lap length
50~100mm.Substrate surface is answered smooth, drain bar is unfolded naturally, it is loose be layed in the position planned, draining can be by longitudinal direction
Or the direction of cross one is laid with.Waterproof layer uses the waterproof roll not less than 4mm thickness.It is higher by plate face the foot of a wall portion, goes out plate face
Inner corner trims/the external corner part such as pipeline, flue, drain gully must increase additional waterproof course.Additional waterproof course material and way and waterproof layer
Identical, additional waterproof course upper anti-/ downward and horizontal extension should respectively be not less than 250mm since inner corner trim/external corner.It is anti-high on waterproof layer
Degree is not less than planting soil finished surface 300mm.Should slope directly be looked for using structure, slope is looked for be not less than 1%.When structure looks for slope to have any problem
When, sloping layer can be used and carry out looking for slope.Sloping layer should preferentially select pea gravel concreten or cement mortar.Use haydite, expansion treasure with caution
The lightweight aggregate concretes such as Zhu Yan.Must it is all go out roofing or pipeline, flue, the wall etc. that intersect with roofing intersect with roofing
At inner corner trim the fillet that radius is not less than 50mm is smeared into cement mortar.Complete it is various go out plate face pipeline, flue, drain gully etc.
After installation and surrounding block, carries out structure closed-water test and leakage is repaired.Basement roof should be water-tight concrete,
Seepage-resistant grade must not be less than P6 grades.Low slump concrete should be used as possible under the premise of meeting execution conditions.Roofing coagulation
Soil must pour dense, it is ensured that the anti-permeability performance of main structure body.Basement roof magma should be closed flat press polish in casting concrete.
The above is merely intended for describing the technical solutions of the present application, but not for limiting the present application, those of ordinary skill in the art couple
The other modifications or equivalent replacement that the technical solution of the utility model is made, without departing from technical solutions of the utility model
Spirit and scope should all cover in the right of the utility model.
Claims (4)
1. a kind of basement roof waterproof construction, it is characterised in that：It includes basement water-proof concrete top plate (1), sloping layer
(2), waterproof layer (3), macromolecule protection draining special-shaped tablets self-adhesion geotextiles (4), sand-gravel cushion (5), planting soil layer (6), it is described
It is equipped with sloping layer (2) above basement water-proof concrete top plate (1), waterproof layer (3), described is equipped with above the sloping layer (2)
Above waterproof layer (3) certainly equipped with macromolecule protection draining special-shaped tablets self-adhesion geotextiles (4), macromolecule protection draining special-shaped tablets
Sand-gravel cushion (5) is equipped with above viscous geotextiles (4), the sand-gravel cushion (5) top is equipped with planting soil layer (6), the macromolecule
Protection draining special-shaped tablets self-adhesion geotextiles (4) are dentalation.
2. a kind of basement roof waterproof construction according to claim 1, it is characterised in that：It also includes vegetable layer (7),
The vegetable layer (7) is located in planting soil layer (6).
3. a kind of basement roof waterproof construction according to claim 1, it is characterised in that：The waterproof layer (3) is big
In the waterproof roll of 4mm thickness.
4. a kind of basement roof waterproof construction according to claim 1, it is characterised in that：The sloping layer (2) is thin
Stone concrete or cement mortar look for slope to be more than 1%.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820058761.6U CN207739293U (en) | 2018-01-12 | 2018-01-12 | A kind of basement roof waterproof construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820058761.6U CN207739293U (en) | 2018-01-12 | 2018-01-12 | A kind of basement roof waterproof construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207739293U true CN207739293U (en) | 2018-08-17 |
Family
ID=63122991
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820058761.6U Expired - Fee Related CN207739293U (en) | 2018-01-12 | 2018-01-12 | A kind of basement roof waterproof construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207739293U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110886283A (en) * | 2018-09-07 | 2020-03-17 | 北京众泰云达科技发展有限公司 | Composite high-molecular special-shaped sheet |
| CN110886322A (en) * | 2018-09-07 | 2020-03-17 | 北京众泰云达科技发展有限公司 | Internal corner structure of drainage system |
| CN110886323A (en) * | 2018-09-07 | 2020-03-17 | 北京众泰云达科技发展有限公司 | Prevent arranging integration drainage structures |
| CN113638450A (en) * | 2021-07-26 | 2021-11-12 | 宏祥新材料股份有限公司 | Dangerous useless rigidity landfill self-adhesion prevention of seepage barrier system |
-
2018
- 2018-01-12 CN CN201820058761.6U patent/CN207739293U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110886283A (en) * | 2018-09-07 | 2020-03-17 | 北京众泰云达科技发展有限公司 | Composite high-molecular special-shaped sheet |
| CN110886322A (en) * | 2018-09-07 | 2020-03-17 | 北京众泰云达科技发展有限公司 | Internal corner structure of drainage system |
| CN110886323A (en) * | 2018-09-07 | 2020-03-17 | 北京众泰云达科技发展有限公司 | Prevent arranging integration drainage structures |
| CN113638450A (en) * | 2021-07-26 | 2021-11-12 | 宏祥新材料股份有限公司 | Dangerous useless rigidity landfill self-adhesion prevention of seepage barrier system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207739293U (en) | A kind of basement roof waterproof construction | |
| CN206768880U (en) | A kind of waterproof construction for seashore pipe gallery | |
| CN103774800B (en) | A kind of method of building ecological Roof system and ecologic roof system architecture | |
| CN103276858B (en) | Drainage structure for inverted roof and construction method of drainage structure | |
| CN201738479U (en) | Roof expansion joint integrated cover plate waterproof structure | |
| CN209555955U (en) | Anti- row's integration underdrainage system | |
| CN111851877A (en) | Flat roof drainage method | |
| CN210163948U (en) | Construction system for pouring post-cast strip of basement roof | |
| CN108412059A (en) | A kind of mutual buckle type roof system water proof structure | |
| CN205444257U (en) | Novel drainage system is prevented to bottom plate | |
| CN212926119U (en) | Novel basement bottom plate and side wall protection drainage system | |
| CN205617555U (en) | Roof root resistance waterproof construction is planted to basement | |
| CN208363508U (en) | The underground space can white-out infiltration ground structure | |
| CN105926665A (en) | Prefabricated large-sized building block assembly type concrete drainage pipeline base and construction method thereof | |
| CN206616661U (en) | A kind of sponge city concave herbaceous field | |
| CN107864781A (en) | The cultivation matrix structure and method of construction in roof rain water garden | |
| CN205653877U (en) | Drainage device between building of adjacent underground | |
| CN211200755U (en) | Basement roof movement joint waterproof construction structure | |
| CN209066265U (en) | One kind being suitable for asphalt pavement bridge expanssion joint transverse drainage | |
| CN205577080U (en) | Novel inlet for stom water | |
| CN207227882U (en) | A kind of permeable brick structure in sponge city | |
| CN205907795U (en) | Municipal administration is with prefabricated escape canal | |
| CN112095665A (en) | Water buoyancy balance construction method applied to subway upper cover | |
| CN221118736U (en) | Basement structure based on BIM technique | |
| CN210857487U (en) | Anti-leakage basement top plate |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180817 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |