CN207144014U - Underground ring corridor waterproof construction - Google Patents
Underground ring corridor waterproof construction Download PDFInfo
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- CN207144014U CN207144014U CN201721083133.5U CN201721083133U CN207144014U CN 207144014 U CN207144014 U CN 207144014U CN 201721083133 U CN201721083133 U CN 201721083133U CN 207144014 U CN207144014 U CN 207144014U
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- ring corridor
- underground ring
- wall
- side wall
- underground
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Abstract
It the utility model is related to a kind of underground ring corridor waterproof construction, including the bentonite waterproof layer being arranged between underground ring corridor side wall and bottom plate, concrete cover is provided with below bottom plate, bentonite waterproof layer is coated on outside concrete cover, the bentonite waterproof layer of underground ring corridor side wall outer wall is coated with the first waterproofing felt, the second waterproofing felt is filled between concrete cover and bentonite waterproof layer, first waterproofing felt outsourcing of underground ring corridor side wall is provided with styrofoam, the outer wall of underground ring corridor side wall is provided with aproll plate, one end of aproll plate and the outer wall of underground ring corridor side wall are fixed, in the outer wall of above-mentioned underground ring corridor side wall, aproll plate is set, extraneous rainwater scattered as aproll plate and remotely descend ring corridor where wall, the good water-proof effect of the underground ring corridor waterproof construction, the maintenance cost in later stage is low.
Description
Technical field
It the utility model is related to building waterproofing technique field, and in particular to a kind of underground ring corridor waterproof construction.
Background technology
The buildings such as house, office building in city generally are configured with underground ring corridor, and underground ring corridor can conveniently planning parking.
For some residence districts, the construction of underground ring corridor can effectively reduce the phenomenon made moist positioned at low layer, improve the quality of living, and extend
The life-span of building.There is the building of underground ring corridor in practice of construction, it is necessary first to constructed for underground ring corridor, underground
After ring corridor is constructed, then surface structures is constructed, after surface structures is constructed, then needs operation of banketing, such as
If directly being banketed, water-proofing treatment is not carried out for underground ring corridor, it is existing that the wall of underground ring corridor is easy to produce infiltration, leak
As, not only cause underground ring corridor can not normal use, and in the case that the time is longer, the wall of underground ring corridor can also be produced
Corrosion, the serious intensity and service life for reducing whole building thing.In the prior art, typically pass through for the waterproof of underground ring corridor
Water-proof concrete or waterproof coiled strip etc. are set outside the wall of underground ring corridor, the wall outside the ring corridor of underground entered to realize
Row parcel, so as to realize the waterproof to underground ring corridor, above-mentioned waterproof construction can play the effect of waterproof in a short time, with
The passage of time, the current in fill stratum may enter outside the enclosure wall of underground ring corridor from the gap of above-mentioned waterproof material
Wall, thus it is not firm, it is necessary to the maintenance in later stage simply by the mode for wrapping water layer of setting up defences, waterproof effect so that maintenance cost pole
It is high.
Utility model content
The purpose of this utility model is：There is provided a kind of underground ring corridor waterproof construction, it can be ensured that to the waterproof of underground ring corridor
Effect, reduce the maintenance cost in later stage.
To achieve the above object, the technical solution adopted in the utility model is：
Underground ring corridor waterproof construction, including the bentonite waterproof layer being arranged between underground ring corridor side wall and bottom plate, it is described
Concrete cover is provided with below bottom plate, the bentonite waterproof layer is coated on outside concrete cover, the underground ring corridor
The bentonite waterproof layer of side wall outer wall is coated with the first waterproofing felt, between concrete cover and the bentonite waterproof layer
Filled with the second waterproofing felt, the first waterproofing felt outsourcing of the underground ring corridor side wall is provided with styrofoam, the underground ring corridor
The outer wall of side wall is provided with aproll plate, and one end of the aproll plate and the outer wall of underground ring corridor side wall are fixed.
Following characteristics also be present in the utility model：
The lower face of the aproll plate rides upon styrofoam and bentonite waterproof layer upper end, the underground ring corridor side wall it is outer
Wall offers neck, and circumferential direction of the neck along underground ring corridor side wall is opened up, and aproll block, institute are provided with the neck
The upper face that aproll block protrudes out neck notch and lower face rides upon aproll plate is stated,
The aproll plate and aproll block are in tilted layout, and the aproll plate and aproll block are connected with the outer wall of underground ring corridor side wall
Hold to be high-end, marine glue is filled with the neck.
The lower face of the aproll plate is filled with stone layer.
The bottom outer wall of ring corridor side wall is neighboringly descended to be provided with layer of laying bricks, the underground ring corridor sidewall bottom was provided with
Beam, the layer of laying bricks are arranged on the upper face of lintel, and the bentonite waterproof layer, which is coated on, lays bricks outside layer and lintel.
The bentonite waterproof layer neighboringly descends the bottom of ring corridor side wall to be provided with supporting table, is provided with the supporting table
Concrete cover, the bottom plate lower section are additionally provided with concrete cushion, and the concrete cushion is arranged on bentonite waterproof layer
Outside, perpendicular build a wall is provided between the concrete cushion and concrete cover.
Compared with prior art, the technique effect that the utility model possesses is：Above-mentioned underground ring corridor is in construction, in bottom plate
Under construct first concrete cover, play effective support to bottom plate, and second is laid in the lower section of concrete cover
Waterproofing felt, in underground ring corridor side wall outer cladding bentonite waterproof layer, the stop to current can be effectively played, and in bentonite
The waterproofing felt of waterproof layer outer cladding first, so as to ensure that current can not be flowed on the wall of underground ring corridor substantially, therefore can
The purpose of permanent waterproof is played, and the protection to above-mentioned first waterproofing felt can be effectively played using styrofoam, above-mentioned
The outer wall of underground ring corridor side wall set aproll plate, extraneous rainwater to be scattered as aproll plate and remotely descend ring corridor where wall,
The good water-proof effect of the underground ring corridor waterproof construction, the maintenance cost in later stage are low.
Brief description of the drawings
Fig. 1 is the structural representation of underground ring corridor waterproof construction；
Fig. 2 is Fig. 1 I enlarged drawings；
Fig. 3 is Fig. 1 II enlarged drawings；
Fig. 4 is Fig. 1 III enlarged drawings.
Embodiment
With reference to Fig. 1 to Fig. 4, the utility model is further described：
Underground ring corridor waterproof construction, including the bentonite waterproof layer being arranged between underground ring corridor side wall 10 and bottom plate 20
30, the lower section of bottom plate 20 is provided with concrete cover 40, and the bentonite waterproof layer 30 is coated on concrete cover 40
Outside, the bentonite waterproof layer 30 of the outer wall of underground ring corridor side wall 10 is coated with the first waterproofing felt 50, and the concrete is protected
The second waterproofing felt 60, the first waterproof hair of the underground ring corridor side wall 10 are filled between sheath 40 and bentonite waterproof layer 30
The outsourcing of felt 50 is provided with styrofoam 70, and the outer wall of the underground ring corridor side wall 10 is provided with aproll plate 80, and the one of the aproll plate 80
The outer wall with underground ring corridor side wall 10 is held to fix；
With reference to shown in Fig. 1 to Fig. 3, above-mentioned underground ring corridor is in construction, concrete cover of being constructed first under bottom plate 20
40, effective support to bottom plate 20 is played, and the second waterproofing felt 60 is laid in the lower section of concrete cover 40, on ground
The lower outer cladding bentonite waterproof layer 30 of ring corridor side wall 10, can effectively play the stop to current, and in bentonite waterproof layer 30
The first waterproofing felt of outer cladding 50, so as to ensure that current can not be flowed on the wall of underground ring corridor substantially, therefore it can play
The purpose of permanent waterproof, and the protection to above-mentioned first waterproofing felt 50 can be effectively played using styrofoam 70, above-mentioned
The outer wall of underground ring corridor side wall 10 sets aproll 80, where extraneous rainwater is scattered as aproll plate 80 and remotely descends ring corridor
Wall, the good water-proof effect of the underground ring corridor waterproof construction, the maintenance cost in later stage.
As preferred scheme of the present utility model, with reference to shown in Fig. 1 and Fig. 4, the lower face of the aproll plate 80 rides upon
Styrofoam 70 and the upper end of bentonite waterproof layer 30, the outer wall of the underground ring corridor side wall 10 offer neck 11, the neck 11
Opened up along the circumferential direction of underground ring corridor side wall 10, aproll block 90 is provided with the neck 11, the aproll block 90 protrudes out
Go out the notch of neck 11 and lower face rides upon the upper face of aproll plate 80；
It is concrete slab because aproll plate 80 is actual, in practice of construction, with the sedimentation of ground, the aproll plate 80
Crack occurs between underground ring corridor side wall 10, not only influences the attractive in appearance of whole building thing, rainwater is easy to be entered by the crack
Enter to underground, and be easily penetrated into the side wall 10 of underground ring corridor, it is long-term to cause the erosion to underground ring corridor wall in the past,
It using above-mentioned aproll block 90, can not only play a part of dash, but also aproll plate 80 and underground Huan Lang sides can be covered
Crack between wall 10, so that it is guaranteed that whole building thing is attractive in appearance.
To ensure aproll effect, rainwater is avoided to flow backwards, with reference to shown in Fig. 4, the aproll plate 80 and aproll block 90 tilt cloth
Put, the outer wall connection end of the aproll plate 80 and aproll block 90 and underground ring corridor side wall 10 is high-end, is filled in the neck 11
There is marine glue.
To play the support to aproll plate 80, the cracking that aproll plate 80 caused by reducing sedimentation occurs is inscribes, the aproll
The lower face of plate 80 is filled with stone layer 100；
The absorbent material that can be strutted after some water suctions can be filled in above-mentioned stone layer 100, can be played to aproll
The support of plate 80.
To play effective support to the bottom of underground ring corridor side wall 10 and bottom plate 20, reduce waterproof layer caused by settling and break
The problem of splitting, the bottom outer wall of ring corridor side wall 10 is neighboringly descended to be provided with layer 110 of laying bricks, the bottom of underground ring corridor side wall 10
Lintel 120 is provided with, the layer 110 of laying bricks is arranged on the upper face of lintel 120, and the bentonite waterproof layer 30 is coated on block
Outside brick layer 110 and lintel 120.
Specifically, the bentonite waterproof layer 30 neighboringly descends the bottom of ring corridor side wall 10 to be provided with supporting table, the branch
Concrete cover 130 is provided with support platform, the lower section of bottom plate 20 is additionally provided with concrete cushion 140, the concrete cushion
140 are arranged on the outside of bentonite waterproof layer 30, and perpendicular block is provided between the concrete cushion 140 and concrete cover 130
Wall 150.
It is obvious to a person skilled in the art that the utility model is not limited to the details of above-mentioned one exemplary embodiment, and
And in the case of without departing substantially from spirit or essential attributes of the present utility model, it can realize that this practicality is new in other specific forms
Type.Therefore, no matter from the point of view of which point, embodiment all should be regarded as exemplary, and is nonrestrictive, this practicality is new
The scope of type limits by appended claims rather than described above, it is intended that the equivalency fallen in claim is contained
All changes in justice and scope are included in the utility model.Any reference in claim should not be considered as limitation
Involved claim.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each embodiment is only wrapped
Containing an independent technical scheme, this narrating mode of specification is only that those skilled in the art should for clarity
Using specification as an entirety, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
It is appreciated that other embodiment.
Claims (6)
1. underground ring corridor waterproof construction, it is characterised in that：Including being arranged between underground ring corridor side wall (10) and bottom plate (20)
Bentonite waterproof layer (30), bottom plate (20) lower section are provided with concrete cover (40), the bentonite waterproof layer (30)
It is coated on concrete cover (40) outside, the bentonite waterproof layer (30) of underground ring corridor side wall (10) outer wall is coated with
One waterproofing felt (50), the second waterproofing felt is filled between the concrete cover (40) and bentonite waterproof layer (30)
(60), the first waterproofing felt (50) outsourcing of the underground ring corridor side wall (10) is provided with styrofoam (70), the underground Huan Lang sides
The outer wall of wall (10) is provided with aproll plate (80), and one end of the aproll plate (80) and the outer wall of underground ring corridor side wall (10) are consolidated
It is fixed.
2. underground ring corridor waterproof construction according to claim 1, it is characterised in that：The lower face of the aproll plate (80) is taken
Styrofoam (70) and bentonite waterproof layer (30) upper end are located at, the outer wall of the underground ring corridor side wall (10) offers neck
(11), circumferential direction of the neck (11) along underground ring corridor side wall (10) is opened up, and aproll is provided with the neck (11)
Block (90), the aproll block (90) protrudes out neck (11) notch and lower face rides upon the upper face of aproll plate (80).
3. underground ring corridor waterproof construction according to claim 2, it is characterised in that：The aproll plate (80) and aproll block
(90) be in tilted layout, the outer wall connection end of the aproll plate (80) and aproll block (90) and underground ring corridor side wall (10) be it is high-end,
Marine glue is filled with the neck (11).
4. underground ring corridor waterproof construction according to claim 3, it is characterised in that：The lower face of the aproll plate (80) is filled out
Filled with stone layer (100).
5. underground ring corridor waterproof construction according to claim 4, it is characterised in that：Neighboringly descend the bottom of ring corridor side wall (10)
Portion's outer wall is provided with layer of laying bricks (110), and underground ring corridor side wall (10) bottom is provided with lintel (120), the layer of laying bricks
(110) upper face of lintel (120) is arranged on, the bentonite waterproof layer (30) is coated on layer of laying bricks (110) and lintel (120)
Outside.
6. underground ring corridor waterproof construction according to claim 5, it is characterised in that：The bentonite waterproof layer (30) is neighbouring
The bottom of underground ring corridor side wall (10) is provided with supporting table, and concrete cover (130), the bottom plate are provided with the supporting table
(20) lower section is additionally provided with concrete cushion (140), and the concrete cushion (140) is arranged on the outer of bentonite waterproof layer (30)
Portion, perpendicular build a wall (150) is provided between the concrete cushion (140) and concrete cover (130).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721083133.5U CN207144014U (en) | 2017-08-24 | 2017-08-24 | Underground ring corridor waterproof construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721083133.5U CN207144014U (en) | 2017-08-24 | 2017-08-24 | Underground ring corridor waterproof construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207144014U true CN207144014U (en) | 2018-03-27 |
Family
ID=61668861
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721083133.5U Expired - Fee Related CN207144014U (en) | 2017-08-24 | 2017-08-24 | Underground ring corridor waterproof construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207144014U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109797781A (en) * | 2019-01-24 | 2019-05-24 | 四汇建设集团有限公司 | A method of preventing basement leakage |
| CN111980181A (en) * | 2019-05-23 | 2020-11-24 | 埃米尔·卢蒂安 | Underground windowless dual waterproofing membrane assembly and methods of making and using same |
-
2017
- 2017-08-24 CN CN201721083133.5U patent/CN207144014U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109797781A (en) * | 2019-01-24 | 2019-05-24 | 四汇建设集团有限公司 | A method of preventing basement leakage |
| CN111980181A (en) * | 2019-05-23 | 2020-11-24 | 埃米尔·卢蒂安 | Underground windowless dual waterproofing membrane assembly and methods of making and using same |
| CN111980181B (en) * | 2019-05-23 | 2022-02-11 | 埃米尔·卢蒂安 | Underground windowless dual waterproofing membrane assembly and methods of making and using same |
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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: 20180327 Termination date: 20190824 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |