CN209308077U - The bright ditch aproll structure of anti-settling - Google Patents
The bright ditch aproll structure of anti-settling Download PDFInfo
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- CN209308077U CN209308077U CN201821809438.4U CN201821809438U CN209308077U CN 209308077 U CN209308077 U CN 209308077U CN 201821809438 U CN201821809438 U CN 201821809438U CN 209308077 U CN209308077 U CN 209308077U
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Abstract
The utility model relates to a kind of bright ditch aproll structures of anti-settling, including the soil horizon, concrete foundation bed course and Ming Gou set gradually from the bottom to top, are provided with cover board on stated clearly ditch；On the outside of building main structure, concrete foundation bed course lower part is provided with the wall pier in soil horizon for stated clearly ditch setting, and the wall pier bottom wall is undertaken support by building main structure.The utility model can effectively solve the problem that because situations such as backfill has bright ditch fracture, differential settlement caused by depression around foundation, guarantee the unobstructed of draining.
Description
Technical field
The utility model relates to the technical fields of building construction aproll structure, more particularly, to a kind of bright ditch aproll of anti-settling
Structure.
Background technique
House surrounding can take aproll or bright ditch to exclude rainwater, to the protective layer for preventing rainwater from penetrating into.When roofing is to have
Bright ditch or underdrain are generally set when tissue draining, is commonly referred to as bright ditch aproll.The construction way of bright ditch aproll can use brick, barnacle, mixed
Solidifying soil is cast-in-place, and practices well is brick bright ditch.It is in the prior art usually in the certain thickness C15 concrete in rammed earth upper berth
Do blinding layer, but pass through long-time rain drop erosion and immersion, around foundation backfill have depression cause bright ditch fracture,
Situations such as differential settlement, will affect the drainage grade in former design ditch, be unable to satisfy and look for slope it is ensured that the specification of ponding is not wanted
It asks.With the release in sponge city, the exacerbation of the reservoir capacity in each residential quarters when rainy season, the way of former bright ditch aproll is urgently
Improve.
Utility model content
The purpose of the utility model is to provide a kind of bright ditch aproll structure of anti-settling, can effectively solve the problem that because of foundation week
It encloses backfill and has situations such as depression causes bright ditch fracture, differential settlement, guarantee the unobstructed of draining.
The above-mentioned purpose of utility model of the utility model has the technical scheme that
A kind of bright ditch aproll structure of anti-settling, including set gradually from the bottom to top soil horizon, concrete foundation bed course and
Bright ditch is provided with cover board on stated clearly ditch；
On the outside of building main structure, concrete foundation bed course lower part is provided in soil horizon for stated clearly ditch setting
Wall pier, the wall pier bottom wall by building main structure undertaken support.
By using above-mentioned technical proposal, wall pier bottom wall is undertaken support by building main structure, so that bright ditch and building are led
Structure links together, and builds main structure and wall pier and plays support balanced action well to bright ditch jointly, effectively solves because of ground
Backfill has situations such as depression causes bright ditch fracture, differential settlement around base basis, guarantees the unobstructed of draining.
The utility model is further arranged to: the wall pier is formed by brick or concrete cast-in-situ.
Construction efficiency is improved by using above-mentioned technical proposal convenient for construction.
The utility model is further arranged to: stated clearly ditch is formed by brick or concrete cast-in-situ.
Construction efficiency is improved by using above-mentioned technical proposal convenient for construction.
The utility model is further arranged to: the building main structure includes the top plate of underground parking garage for accepting wall pier,
The wall pier extends straight down and drops down on top plate of underground parking garage.
By using above-mentioned technical proposal, wall pier plays the role of separating wall and soil, and basement roof plays wall pier
Effect is undertaken support to good, reduces bright ditch fracture, differential settlement.And the wall at balcony position
Pier can effectively fix the soil of balcony lower part, reduce the loss of its underpart soil, while reduce the disengaging of moisture.
The utility model is further arranged to: the quantity of the wall pier is set as two, and two wall piers are respectively set
Immediately below bright ditch side wall.
By using above-mentioned technical proposal, the supporting role to bright ditch is realized, reduces bright ditch fracture, differential settlement
Possibility.
The utility model is further arranged to: the building main structure outer wall is provided with wall protective layer, stated clearly ditch side
Wall fitting is arranged in wall protective layer lateral wall.
By using above-mentioned technical proposal, plays the role of separating wall protective layer and soil, preferably protect wall
Protective layer.
The utility model is further arranged to: being provided with concrete cover above stated clearly ditch side wall, the cover board is taken
It connects and is embedded on the concrete cover of two sides.
By using above-mentioned technical proposal, reduces the possibility of bright ditch side wall cracking, play a protective role to bright ditch.
The utility model is further arranged to: the concrete foundation bed course is set as 100 thickness C15 concrete foundation pads
Layer.
By using above-mentioned technical proposal, the structural stability of bright ditch bottom wall is effectively increased.
The utility model is further arranged to: being provided with waterproof layer in stated clearly ditch.
By using above-mentioned technical proposal, reduce the leakage phenomenon of moisture in bright ditch, and then reduces the sedimentation of bright ditch.
In conclusion the advantageous effects of the utility model are as follows:
1. using wall pier, the supporting role to bright ditch can be played, reduces the effect that bright ditch sedimentation phenomenon occurs；
2. using waterproof layer, the effect for reducing Water deep leaching in bright ditch can be played.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the utility model.
In figure, 1, soil horizon；2, concrete foundation bed course；3, Ming Gou；31, concrete cover；32, cover board；33, waterproof
Layer；4, main structure is built；41, wall protective layer；5, concrete ramp；6, wall pier；7, top plate of underground parking garage；8, balcony.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Referring to Fig.1, it is a kind of bright ditch aproll structure of anti-settling disclosed by the utility model, including sets gradually from the bottom to top
1,100 thickness C15 concrete foundation bed course 2 of soil horizon and bright ditch 3, bright ditch 3 be arranged in building main structure 4 outside, bright 3 side of ditch
Concrete ramp 5 is provided between wall and building main structure 4.2 lower part of concrete foundation bed course is provided in soil horizon 1
Wall pier 6,6 bottom wall of wall pier are undertaken support by building main structure 4.
Referring to Fig.1, building 4 outer wall of main structure is provided with wall protective layer 41, and bright 3 side wall of ditch fitting setting is protected in wall
41 lateral wall of layer.The construction way of bright 3 aproll of ditch can use brick, barnacle, concrete cast-in-situ, and practices well is brick bright ditch 3.It is bright
It is provided with concrete cover 31 above 3 side wall of ditch, is overlapped between two sides concrete cover 31 right above bright ditch 3
Grid-like cover board 32.Waterproof layer 33 is provided in bright ditch 3, waterproof layer 33 extends upwardly to above bright 3 side wall of ditch.Waterproof layer 33 can
It is made of waterproof roll or waterproof coating layer, for reducing the leakage phenomenon of moisture in bright ditch 3.
Referring to Fig.1, for the setting of 2 lower part of concrete foundation bed course there are two wall pier 6, two wall piers 6 are separately positioned on bright 3 side of ditch
Immediately below wall.Wall pier 6 can be brick, can concrete cast-in-situ, usual situation is brick.Usually majority cell has ground in design
Lower garage, therefore building main structure 4 includes top plate of underground parking garage 7 and balcony 8, top plate of underground parking garage 7 is arranged at 1 bottom of soil horizon
Portion, wall pier 6 are arranged in soil horizon 1 and extend on top plate of underground parking garage 7 straight down, realize that building main structure 4 is right with this
Wall pier 6 undertakes support effect.In the building main structure 4 of no top plate of underground parking garage 7, outer in building main structure 4 can also choose
Beam, to support wall pier 6.Building main structure 4 and wall pier 6 are realized jointly to the effect of the balanced support of bright ditch 3, effectively solve because
Backfill has situations such as depression causes bright ditch fracture, differential settlement around foundation, guarantees the unobstructed of draining；It rises simultaneously
To the effect for separating wall protective layer 41 and soil, the soil of 8 lower part of balcony can be effectively fixed at 8 position of balcony, reduces it
The loss of underlying soil, while reducing the disengaging of moisture.
The implementation principle of the present embodiment are as follows: bright 3 aproll of ditch of the anti-settling is the C15 concrete foundation in 3 aproll of Yuan Minggou
2 lower part of bed course adds wall pier 6, and wall pier 6 can directly drop down onto top plate of underground parking garage 7(majority cell and get off with having in design
Library), the wall pier 6 of 2 lower part of concrete foundation bed course can effectively play balanced action, while playing and separating wall protective layer 41 and soil
The effect of earth can effectively fix the soil of 8 lower part of balcony at 8 position of balcony, reduce the loss of its underpart soil, reduce simultaneously
The disengaging of moisture.It effectively solves because backfill has the feelings such as bright 3 fracture of ditch, differential settlement caused by depression around foundation
Condition guarantees the unobstructed of draining.The disengaging for effectively preventing the flowing of two sides soil in sponge urban area simultaneously, reducing moisture, more preferably
Ground protects the protective layer of wall.
The embodiment of present embodiment is the preferred embodiment of the utility model, and not limitation is originally practical new according to this
The protection scope of type, therefore: the equivalence changes that all structures, shape, principle according to the utility model are done should all be covered by practical
Within novel protection scope.
Claims (9)
1. a kind of bright ditch aproll structure of anti-settling, including soil horizon (1), the concrete foundation bed course set gradually from the bottom to top
(2) (3) He Minggou are provided with cover board (32) on stated clearly ditch (3)；
It is characterized by: stated clearly ditch (3) setting is on the outside of building main structure (4), concrete foundation bed course (2) lower part is set
It is equipped with the wall pier (6) being located in soil horizon (1), wall pier (6) bottom wall is undertaken support by building main structure (4).
2. the bright ditch aproll structure of anti-settling according to claim 1, it is characterised in that: the wall pier (6) is by brick or mixed
Solidifying soil is cast-in-place to be formed.
3. the bright ditch aproll structure of anti-settling according to claim 1, it is characterised in that: stated clearly ditch (3) is by brick or mixed
Solidifying soil is cast-in-place to be formed.
4. the bright ditch aproll structure of anti-settling according to claim 3, it is characterised in that: the building main structure (4) includes
For accepting the top plate of underground parking garage (7) of wall pier (6), the wall pier (6) extends straight down and drops down onto top plate of underground parking garage (7)
On.
5. the bright ditch aproll structure of anti-settling according to claim 4, it is characterised in that: the quantity of the wall pier (6) is arranged
It is two, two wall piers (6) are separately positioned on immediately below bright ditch (3) side wall.
6. the bright ditch aproll structure of anti-settling according to claim 5, it is characterised in that: building main structure (4) outer wall
It is provided with wall protective layer (41), stated clearly ditch (3) side wall fitting is arranged in wall protective layer (41) lateral wall.
7. the bright ditch aproll structure of anti-settling according to claim 6, it is characterised in that: set above stated clearly ditch (3) side wall
It is equipped with concrete cover (31), cover board (32) overlap joint is embedded on two sides concrete cover (31).
8. the bright ditch aproll structure of anti-settling according to claim 1, it is characterised in that: the concrete foundation bed course (2)
It is set as 100 thickness C15 concrete foundation bed courses (2).
9. the bright ditch aproll structure of anti-settling according to claim 1, it is characterised in that: be provided in stated clearly ditch (3) anti-
Water layer (33).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821809438.4U CN209308077U (en) | 2018-11-03 | 2018-11-03 | The bright ditch aproll structure of anti-settling |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821809438.4U CN209308077U (en) | 2018-11-03 | 2018-11-03 | The bright ditch aproll structure of anti-settling |
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| Publication Number | Publication Date |
|---|---|
| CN209308077U true CN209308077U (en) | 2019-08-27 |
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ID=67672331
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821809438.4U Active CN209308077U (en) | 2018-11-03 | 2018-11-03 | The bright ditch aproll structure of anti-settling |
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| Country | Link |
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| CN (1) | CN209308077U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113718919A (en) * | 2021-07-21 | 2021-11-30 | 新城控股集团实业发展有限公司 | Integrated water-dispersing open ditch structure and construction method |
-
2018
- 2018-11-03 CN CN201821809438.4U patent/CN209308077U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113718919A (en) * | 2021-07-21 | 2021-11-30 | 新城控股集团实业发展有限公司 | Integrated water-dispersing open ditch structure and construction method |
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