CN205637180U - Waterproof structure of basement - Google Patents
Waterproof structure of basement Download PDFInfo
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- CN205637180U CN205637180U CN201620452683.9U CN201620452683U CN205637180U CN 205637180 U CN205637180 U CN 205637180U CN 201620452683 U CN201620452683 U CN 201620452683U CN 205637180 U CN205637180 U CN 205637180U
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- waterproof
- brick wall
- basement
- drainage
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Abstract
The utility model discloses a waterproof structure of basement, including the brick wall, the centre of brick wall is equipped with the drainage tube, the centre of brick wall and drainage tube is equipped with waterproof thick liquid, one side bottom of brick wall is equipped with the 2nd waterproof concrete, the 2nd waterproof concrete's upper end is equipped with the waterproof book of self -adhesion layer, mortar waterproof layer and reinforced concrete structure layer in proper order, waterproof upper end of paining the layer is equipped with microlith drainage layer and rough stone drainage layer, this waterproof structure of basement, rivers entering can be guaranteed through the drainage tube that is equipped with in the middle of the brick wall and the outside line can be guided to, avoid rivers to hoard, long -time engulfing the basement, accomplish the prevention effect, thoroughly solved and scurried the water logging danger of leaking out, simultaneously can effectively avoid traditional way to collapse because of under the back filling, thereby cause the bed course sink the fracture drawing breakage with destroy the waterproof layer, this waterproof structure is with the obvious advantage, promote after being worth to build and use, high market competitiveness and high market competitiveness.
Description
Technical field
This utility model relates to water proof structure technical field, the water proof structure of a kind of basement.
Background technology
Along with growth in the living standard, the basement structure of urban architecture is the most, such as underground garage, equipment room etc.,
Waterproof layer structure must be done in these large-scale ground, hypogee.For basementwaterproofing, conventional waterproof thinking is:
Relying mainly on prevention, which which leakage blocks up.After waterproofing work completes, check leakage point, carry out leakage detection leak stopping.Existing by exterior waterproof coating with anti-
The basement waterproofing structure that water coagulation soil layer collectively forms cannot be accomplished to completely enclose.And subsoil water generally has certain water
Pressure, flexible waterproof layer has a point failure then to cause whole water-proof system to lose efficacy.This basement waterproofing constructs under ground floor
Flexible waterproof layer is set, before ground construction, construction of waterproof layer is complete, owing to Large Underground cell structure is with structure construction progress
Progressively carrying out, the modes using section construction complete more, additionally can run into basement geological condition everywhere different so that build
The base form built is different, and the sedimentation that base form difference frequently can lead to again base plate is uneven, all can cause the mistake of waterproof layer
Effect.And once complete basement engineering, it is necessary to carry out the work such as upper body structure construction and basement interior backfill, ground immediately
Sequence is constructed, and does not has the more time to carry out leakage detection plugging operation, the solution basement leaking problem that can not put things right once and for all, for
This is it is proposed that the water proof structure of a kind of basement.
Utility model content
The purpose of this utility model is to provide the water proof structure of a kind of basement, to solve to propose in above-mentioned background technology
Problem.
For achieving the above object, this utility model following technical scheme of offer: the water proof structure of a kind of basement, including brick
Wall, the centre of described brick wall is provided with drainage tube, and the centre of described brick wall and drainage tube is provided with water resistant solution, at the bottom of the side of described brick wall
End is provided with the second water-proof concrete, and the upper end of described second water-proof concrete is sequentially provided with the waterproof volume layer of self-adhesion, the waterproof guarantor of mortar
Sheath and reinforced concrete structure layer, the outer upper of described drainage tube is connected by conduit sloping layer, described sloping layer
Lower end is provided with top board, and the upper end of described sloping layer is provided with waterproof smear layer, and it is waterproof that the centre of described waterproof smear layer is provided with first
Concrete layer, the upper end of described waterproof smear layer is provided with microlith drainage layer and rubble drainage layer, and described rubble drainage layer is positioned at carefully
The upper end of stone drainage layer.
Preferably, the centre of described microlith drainage layer and waterproof smear layer is provided with non-woven fabrics.
Preferably, connection basement outer edge it is provided with outside waterproof and dampproof layer, and described drainage tube inside described brick wall.
Compared with prior art, the beneficial effects of the utility model are: the water proof structure of this basement, in the middle of brick wall
The drainage tube being provided with can ensure that current entrance can guide to outer edge, it is to avoid current are hoarded, and the phagocytosis to basement, looks for for a long time
Slope layer can carry out water conservancy diversion by conduit when up-down structure can also avoid the occurrence of unexpected while waterproof, accomplishes pre-
Anti-effect, wherein the waterproof volume layer of self-adhesion has good elasticity, a low-shrinkage, and with basic unit's the second water-proof concrete layer bonding
Firmly, do not fall off, do not ftracture, self also have simultaneously excellence water resistance, can enclosed construction microcrack, mortar waterproof layer with
Reinforced concrete structure layer forms skin-type waterproof layer, thoroughly solves channeling water risk of leakage, can be prevented effectively from tradition simultaneously and do
Method because of backfill soil under collapse, cause bed course sink cracking thus drawing crack and destruction waterproof layer, this water proof structure is with the obvious advantage, be worth with
Rear popularization builds use, has the market competitiveness.
Accompanying drawing explanation
Fig. 1 is this utility model structural representation.
In figure: 1 brick wall, 2 water resistant solutions, 3 drainage tubes, 4 conduits, 5 rubble drainage layers, 6 microlith drainage layers, 7 first waterproof mixed
Solidifying soil layer, 8 waterproof coating layers, 9 top boards, 10 reinforced concrete structure layers, 11 mortar fish tail and waterproof layers, the 12 waterproof volume layer of self-adhesion,
13 second water-proof concrete layers, 14 sloping layers.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of this utility model rather than whole
Embodiment.Based on the embodiment in this utility model, those of ordinary skill in the art are not under making creative work premise
The every other embodiment obtained, broadly falls into the scope of this utility model protection.
Referring to Fig. 1, this utility model provides a kind of technical scheme: the water proof structure of a kind of basement, including brick wall 1,
The centre of described brick wall 1 is provided with drainage tube 3, and the centre of described brick wall 1 and drainage tube 3 is provided with water resistant solution 2, the one of described brick wall 1
Bottom, side is provided with the second water-proof concrete 13, the upper end of described second water-proof concrete 13 be sequentially provided with the waterproof volume layer of self-adhesion 12,
Mortar fish tail and waterproof layer 11 and reinforced concrete structure layer 10, the outer upper of described drainage tube 3 is connected by conduit 4 looks for slope
Layer 14, the lower end of described sloping layer 14 is provided with top board 9, and the upper end of described sloping layer 14 is provided with waterproof smear layer 8, described waterproof painting
The centre smearing layer 8 is provided with the first water-proof concrete layer 7, and the upper end of described waterproof smear layer 8 is provided with microlith drainage layer 6 and rubble filter
Water layer 5, described rubble drainage layer 5 is positioned at the upper end of microlith drainage layer 6.
Further, the centre of described microlith drainage layer 6 and waterproof smear layer 8 is provided with non-woven fabrics, on the basis of original
Improve moistureproof ventilative effect, and be more prone to decomposition, nontoxic nonirritant, the feature such as use again cheap, capable of circulation,
Cost-effective.
Further, inside described brick wall 1, it is provided with waterproof and dampproof layer, and described drainage tube 3 outer connection basement outer edge,
Avoiding the occurrence of and surprisingly cause current to ooze out, the problem that body of wall can cause phagocytosis drop off for a long time does not causes waterproof failure, outer company
Connecing outer edge and can ensure that the safety of basement, being unlikely to bottom for a long time can be by punching sky.
By the drainage tube 3 being provided with in the middle of brick wall 1, the water proof structure of this basement, outside can ensure that current entrance can be guided to
Sideline, it is to avoid current are hoarded, for a long time phagocytosis to basement, sloping layer 14 can also be kept away while waterproof at up-down structure
Can carry out water conservancy diversion by conduit 4 when exempting from occur unexpected, accomplish preventive effect, wherein the waterproof volume layer of self-adhesion 12 has well
Elasticity, low-shrinkage, and be firmly bonded with basic unit the second water-proof concrete layer 13, do not fall off, do not ftracture, self is also simultaneously
Having the water resistance of excellence, energy enclosed construction microcrack, mortar waterproof layer 11 and reinforced concrete structure layer 10 form skin
Formula waterproof layer, thoroughly solves channeling water risk of leakage, can be prevented effectively from traditional method simultaneously and collapse under soil because backfilling, cause under bed course
Sinking and ftracture thus drawing crack and destruction waterproof layer, this water proof structure is with the obvious advantage, promotes construction use, have market competing after being worth
Strive power.
Embodiment the most of the present utility model, for the ordinary skill in the art,
It is appreciated that in the case of without departing from principle of the present utility model and spirit and these embodiments can be carried out multiple change, repair
Changing, replace and modification, scope of the present utility model is defined by the appended claims and the equivalents thereof.
Claims (3)
1. a water proof structure for basement, including brick wall (1), it is characterised in that: the centre of described brick wall (1) is provided with drainage tube
(3), the centre of described brick wall (1) and drainage tube (3) is provided with water resistant solution (2), and the bottom, side of described brick wall (1) is provided with second and prevents
Water coagulation soil (13), the upper end of described second water-proof concrete (13) is sequentially provided with the waterproof volume layer of self-adhesion (12), the waterproof guarantor of mortar
Sheath (11) and reinforced concrete structure layer (10), the outer upper of described drainage tube (3) is connected by conduit (4) sloping layer
(14), the lower end of described sloping layer (14) is provided with top board (9), and the upper end of described sloping layer (14) is provided with waterproof smear layer (8), institute
The centre stating waterproof smear layer (8) is provided with the first water-proof concrete layer (7), and the upper end of described waterproof smear layer (8) is provided with microlith
Drainage layer (6) and rubble drainage layer (5), described rubble drainage layer (5) is positioned at the upper end of microlith drainage layer (6).
The water proof structure of a kind of basement the most according to claim 1, it is characterised in that: described microlith drainage layer (6) and
The centre of waterproof smear layer (8) is provided with non-woven fabrics.
The water proof structure of a kind of basement the most according to claim 1, it is characterised in that: described brick wall (1) inner side is provided with
Waterproof and dampproof layer, and described drainage tube (3) connects outward basement outer edge.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201620452683.9U CN205637180U (en) | 2016-05-18 | 2016-05-18 | Waterproof structure of basement |
Applications Claiming Priority (1)
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CN201620452683.9U CN205637180U (en) | 2016-05-18 | 2016-05-18 | Waterproof structure of basement |
Publications (1)
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CN205637180U true CN205637180U (en) | 2016-10-12 |
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CN201620452683.9U Active CN205637180U (en) | 2016-05-18 | 2016-05-18 | Waterproof structure of basement |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111851599A (en) * | 2020-07-08 | 2020-10-30 | 江苏银中建设有限公司 | House building basement waterproof structure and construction method |
CN112942445A (en) * | 2021-02-02 | 2021-06-11 | 阳江市源丰建设工程有限公司 | Seepage-proofing drainage structure of basement and construction method thereof |
CN115434336A (en) * | 2022-09-29 | 2022-12-06 | 中国二十二冶集团有限公司 | Underground engineering backfill construction method |
-
2016
- 2016-05-18 CN CN201620452683.9U patent/CN205637180U/en active Active
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111851599A (en) * | 2020-07-08 | 2020-10-30 | 江苏银中建设有限公司 | House building basement waterproof structure and construction method |
CN111851599B (en) * | 2020-07-08 | 2021-07-30 | 江苏银中建设有限公司 | House building basement waterproof structure and construction method |
CN112942445A (en) * | 2021-02-02 | 2021-06-11 | 阳江市源丰建设工程有限公司 | Seepage-proofing drainage structure of basement and construction method thereof |
CN115434336A (en) * | 2022-09-29 | 2022-12-06 | 中国二十二冶集团有限公司 | Underground engineering backfill construction method |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Waterproof structure of basement Effective date of registration: 20190104 Granted publication date: 20161012 Pledgee: Hunan Decheng Financing Guarantee Co., Ltd. Pledgor: Changde wanfuda environmental protection and energy saving building materials Co. Ltd. Registration number: 2019430000003 |
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PE01 | Entry into force of the registration of the contract for pledge of patent right |