CN209276925U - A kind of anti-settling structure - Google Patents
A kind of anti-settling structure Download PDFInfo
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- CN209276925U CN209276925U CN201821837118.XU CN201821837118U CN209276925U CN 209276925 U CN209276925 U CN 209276925U CN 201821837118 U CN201821837118 U CN 201821837118U CN 209276925 U CN209276925 U CN 209276925U
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- shed deckhead
- drainage
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Abstract
The utility model discloses a kind of anti-settling structures, comprising: shed deckhead；The outer wall of shed deckhead is arranged in waterproof and dampproof layer；The top of waterproof and dampproof layer is arranged in pvd layer；First drainage geotextile layer, is arranged in the top of pvd layer；Rubble drainage layer is arranged in the side wall of shed deckhead, is provided with drainpipe in medium stone drainage layer；Back fill course is wrapped in outside shed deckhead, the first drainage geotextile layer and rubble drainage layer；The top of the side wall of shed deckhead and the junction of back fill course is arranged in casting concrete bed course；The top of casting concrete bed course is arranged in pouring reinforcement reinforcing layer；The top of pouring reinforcement reinforcing layer is arranged in finish coat.By the above-mentioned means, anti-settling structure disclosed in the utility model enables to hard foundation ground of mating formation that ground floor phenomenon of rupture is less likely to occur across shed deckhead and non-two region of shed deckhead, cost is substantially reduced.
Description
Technical field
The utility model relates to technical field of buildings, in particular to a kind of anti-settling structure.
Background technique
In garden landscape engineering project, for house class, Gongjian's intermediate item, Landscape is mostly built on shed deckhead
It sees, and the backfill soil compactness between shed deckhead and non-shed deckhead region is different, the basis if hard in gardens is mated formation
Two regions because soil compactness is different differential settlement occurs for backfill across will cause the basis of hard ground layer to be easy
Existing phenomenon of rupture.
Summary of the invention
The utility model enables to hard to mat formation basis mainly solving the technical problems that provide a kind of anti-settling structure
Ground floor phenomenon of rupture is less likely to occur across shed deckhead and non-two region of shed deckhead for ground.
In order to solve the above technical problems, the technical solution that the utility model uses is: a kind of anti-settling structure is provided,
It include: shed deckhead；The outer wall of shed deckhead is arranged in waterproof and dampproof layer；The upper of waterproof and dampproof layer is arranged in pvd layer
Side；First drainage geotextile layer, is arranged in the top of pvd layer；The side wall of shed deckhead is arranged in rubble drainage layer, wherein
Drainpipe is provided in rubble drainage layer；Back fill course is wrapped in shed deckhead, the first drainage geotextile layer and rubble drainage layer
Outside；The top of the side wall of shed deckhead and the junction of back fill course is arranged in casting concrete bed course；Pouring reinforcement is reinforced
Layer, is arranged in the top of casting concrete bed course；The top of pouring reinforcement reinforcing layer is arranged in finish coat.
Wherein, further includes: cement sand bed is arranged between finish coat and pouring reinforcement reinforcing layer.
Wherein, further includes: pour road surface stonework road cutting, be arranged between back fill course and casting concrete bed course.
Wherein, further includes: root hinders waterproof roll layer, is arranged between pvd layer and waterproof and dampproof layer.
Wherein, further includes: coarse sand buffer layer is arranged between back fill course and the first drainage geotextile layer.
Wherein, the second drainage geotextile layer is provided with outside rubble drainage layer.
Wherein, casting concrete bed course is equipped with container, and pouring reinforcement reinforcing layer is arranged in container, and container is set
Set the top in the junction of the side wall and back fill course of shed deckhead.
The beneficial effects of the utility model are: being in contrast to the prior art, anti-settling disclosed in the utility model
Structure includes: shed deckhead；The outer wall of shed deckhead is arranged in waterproof and dampproof layer；Waterproof and dampproof layer is arranged in pvd layer
Top；First drainage geotextile layer, is arranged in the top of pvd layer；The side wall of shed deckhead is arranged in rubble drainage layer,
Drainpipe is provided in medium stone drainage layer；Back fill course is wrapped in shed deckhead, the first drainage geotextile layer and rubble drainage
Layer is outer；The top of the side wall of shed deckhead and the junction of back fill course is arranged in casting concrete bed course；Pouring reinforcement is reinforced
Layer, is arranged in the top of casting concrete bed course；The top of pouring reinforcement reinforcing layer is arranged in finish coat.By the above-mentioned means,
Even if anti-settling structure disclosed in the utility model enables to hard to mat formation foundation ground across shed deckhead and non-garage
Two region of top plate is also less likely to occur ground floor phenomenon of rupture, substantially reduces cost.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model anti-settling structure.
Specific embodiment
Referring to Fig. 1, Fig. 1 is the structural schematic diagram of the utility model anti-settling structure.The anti-settling structure includes garage
Top plate 10, waterproof and dampproof layer 101, pvd layer 103, the first drainage geotextile layer 104, rubble drainage layer 106, back fill course
108, casting concrete bed course 110, pouring reinforcement reinforcing layer 111 and finish coat 113.
Shed deckhead 10 includes top layers and side wall layer.
The outer wall of shed deckhead 10 is arranged in waterproof and dampproof layer 101, waterproof and dampproof to play the role of.
The top of waterproof and dampproof layer 101 is arranged in pvd layer 103, to play a role in the drainage.It should be understood that pvd layer
Be arranged at intervals with multiple draining tubules in 103, and pvd layer 103 close to the one side of waterproof and dampproof layer 101 be equipped with it is multiple
Drain the pore of tubule connection.
In the present embodiment, which further includes root resistance waterproof roll layer 102, and wherein root hinders waterproof roll layer
102 are arranged between pvd layer 103 and waterproof and dampproof layer 01.It should be understood that root resistance waterproof roll layer 102 can stop plant roots
The puncture of system, the mechanical strength and the resistance to infiltration function of waterproof of root resistance waterproof roll layer 102 are strong, and density is big, intensity is high, water vapor permeation
It is small.
The top of pvd layer 103 is arranged in first drainage geotextile layer 104, can filter sundries, enables water to enter
Pvd layer 103 is discharged, and prevents pvd layer 103 from blocking.
The side wall of shed deckhead 10 is arranged in rubble drainage layer 106, is provided with drainpipe in medium stone drainage layer 106,
The water in rubble drainage layer 106 to be discharged by drainpipe.It should be understood that rubble drainage layer 106 is also to be arranged in pvd layer
103, waterproof and dampproof layer 101, root hinder the side wall of waterproof roll layer 102 and the first drainage geotextile layer 104, so that pvd layer
103, the water energy in waterproof and dampproof layer 101, root resistance waterproof roll layer 102 and the first drainage geotextile layer 104 enough drains into rubble filter
In water layer 106.
In the present embodiment, the second drainage geotextile layer 107 is provided with outside rubble drainage layer 106.
Back fill course 108 is wrapped in outside shed deckhead 10, the first drainage geotextile layer 104 and rubble drainage layer 106.Also
It is to say, shed deckhead 10, pvd layer 103, waterproof and dampproof layer 101, root resistance waterproof roll layer 102 and the first drainage geotextile layer
104 are embedded in back fill course 108.
It should be understood that in the present embodiment, which further includes coarse sand buffer layer 105, medium coarse sand buffer layer 105
It is arranged between back fill course 108 and the first drainage geotextile layer 104.
The top of the side wall of shed deckhead 10 and the junction of back fill course 108 is arranged in casting concrete bed course 110.
The top of casting concrete bed course 110 is arranged in pouring reinforcement reinforcing layer 111.It should be understood that due to casting concrete
The top of the side wall of shed deckhead 10 and the junction of back fill course 108, therefore pouring reinforcement reinforcing layer is arranged in bed course 110
111 be also the top that the junction of side wall and back fill course 108 of shed deckhead 10 is arranged in, so that pouring reinforcement reinforcing layer
111 can be supported on the top of the side wall of shed deckhead 10 and the junction of back fill course 108, and hard is made to mat formation foundation ground i.e.
Make also not allowing across shed deckhead 10 and non-shed deckhead (i.e. 108 region of back fill course of the side wall of shed deckhead 10) two regions
Ground floor phenomenon of rupture easily occurs, substantially reduces cost.
In the present embodiment, casting concrete bed course 110 is provided with container, and the setting of pouring reinforcement reinforcing layer 111 is being received
In tank, and the top of the side wall of shed deckhead 10 and the junction of back fill course 108 is arranged in container.
The top of pouring reinforcement reinforcing layer 111 is arranged in finish coat 113.
It should be understood that in the present embodiment, which further includes cement sand bed 112, wherein cement sand bed 112
It is arranged between finish coat 113 and pouring reinforcement reinforcing layer 111.
It should be understood that in the present embodiment, which further includes pouring road surface stonework road cutting 109, is built the road wherein pouring
Face stonework road cutting 109 is arranged between back fill course 108 and casting concrete bed course 110.
To sum up, anti-settling structure disclosed in the utility model includes: shed deckhead；Waterproof and dampproof layer is arranged in garage
The outer wall of top plate；The top of waterproof and dampproof layer is arranged in pvd layer；First drainage geotextile layer, is arranged in pvd layer
Top；Rubble drainage layer is arranged in the side wall of shed deckhead, is provided with drainpipe in medium stone drainage layer；Back fill course, packet
It is rolled in outside shed deckhead, the first drainage geotextile layer and rubble drainage layer；The side of shed deckhead is arranged in casting concrete bed course
The top of the junction of wall and back fill course；The top of casting concrete bed course is arranged in pouring reinforcement reinforcing layer；Finish coat,
The top of pouring reinforcement reinforcing layer is set.By the above-mentioned means, anti-settling structure disclosed in the utility model enables to
Ground floor phenomenon of rupture is less likely to occur across shed deckhead and non-two region of shed deckhead for hard foundation ground of mating formation,
Substantially reduce cost.
The above description is only the embodiments of the present invention, and therefore it does not limit the scope of the patent of the utility model, all
Equivalent structure or equivalent flow shift made based on the specification and figures of the utility model, is applied directly or indirectly in
Other related technical areas are also included in the patent protection scope of the utility model.
Claims (7)
1. a kind of anti-settling structure characterized by comprising
Shed deckhead；
The outer wall of the shed deckhead is arranged in waterproof and dampproof layer；
The top of the waterproof and dampproof layer is arranged in pvd layer；
First drainage geotextile layer, is arranged in the top of the pvd layer；
The side wall of the shed deckhead is arranged in rubble drainage layer, wherein being provided with drainpipe in the rubble drainage layer；
Back fill course is wrapped in outside the shed deckhead, the first drainage geotextile layer and the rubble drainage layer；
The top of the side wall of the shed deckhead and the junction of the back fill course is arranged in casting concrete bed course；
The top of the casting concrete bed course is arranged in pouring reinforcement reinforcing layer；
The top of the pouring reinforcement reinforcing layer is arranged in finish coat.
2. anti-settling structure according to claim 1, which is characterized in that further include:
Cement sand bed is arranged between the finish coat and the pouring reinforcement reinforcing layer.
3. anti-settling structure according to claim 2, which is characterized in that further include:
Road surface stonework road cutting is poured, is arranged between the back fill course and the casting concrete bed course.
4. anti-settling structure according to claim 3, which is characterized in that further include:
Root hinders waterproof roll layer, is arranged between the pvd layer and the waterproof and dampproof layer.
5. anti-settling structure according to claim 4, which is characterized in that further include:
Coarse sand buffer layer is arranged between the back fill course and the first drainage geotextile layer.
6. anti-settling structure according to claim 1, which is characterized in that be provided with the second drainage outside the rubble drainage layer
Geotextile layer.
7. anti-settling structure according to claim 1, which is characterized in that the casting concrete bed course is equipped with container,
The pouring reinforcement reinforcing layer is arranged in the container, and side wall and the institute of the shed deckhead is arranged in the container
State the top of the junction of back fill course.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821837118.XU CN209276925U (en) | 2018-11-08 | 2018-11-08 | A kind of anti-settling structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821837118.XU CN209276925U (en) | 2018-11-08 | 2018-11-08 | A kind of anti-settling structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209276925U true CN209276925U (en) | 2019-08-20 |
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ID=67600727
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821837118.XU Active CN209276925U (en) | 2018-11-08 | 2018-11-08 | A kind of anti-settling structure |
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| Country | Link |
|---|---|
| CN (1) | CN209276925U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115059120A (en) * | 2022-07-25 | 2022-09-16 | 中建八局第三建设有限公司 | Water filtering layer partition isolation construction method |
-
2018
- 2018-11-08 CN CN201821837118.XU patent/CN209276925U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115059120A (en) * | 2022-07-25 | 2022-09-16 | 中建八局第三建设有限公司 | Water filtering layer partition isolation construction method |
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