CN207062968U - A kind of composite foundation structure of sponge urban construction - Google Patents
A kind of composite foundation structure of sponge urban construction Download PDFInfo
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- CN207062968U CN207062968U CN201720784304.0U CN201720784304U CN207062968U CN 207062968 U CN207062968 U CN 207062968U CN 201720784304 U CN201720784304 U CN 201720784304U CN 207062968 U CN207062968 U CN 207062968U
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- urban construction
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Abstract
A kind of composite foundation structure of sponge urban construction, including ground layer, water-absorbing sponge, indent clamping block and aluminium alloy filter mesh layer；The ground layer has been embedded in concrete-pile；The concrete-pile outer wall is provided with concrete support disk；The concrete-pile shaft core position offers manhole, and manhole has been embedded in water-absorbing sponge；Being fastened at the top of the concrete-pile has indent clamping block, and indent clamping block inwall is inlaid with aluminium alloy filter mesh layer；Covered with one layer of sand stone layer above the ground layer, and covered with one layer of basal layer above sand stone layer.The utility model concrete-pile shaft core position offers manhole, and manhole has been embedded in water-absorbing sponge, when being rained heavily in city, after basal layer is crossed in rain penetration, the most of impurity contained during sand stone layer is to rainwater when by sand stone layer filters, and intensive sand grains in sand stone layer and rubble also play cushioning effect to rainwater flowing, mitigate the burden of sewerage system.
Description
Technical field
The utility model is related to sponge urban construction technical field, more particularly to a kind of sponge urban construction compoundly
Based structures.
Background technology
Sponge city refers to, by strengthening urban planning and development control, it is raw to give full play to building, road, greenery patches and water system etc.
State system to the receiving of rainwater, store and blend slow releasing function, effectively control rainfall runoff, realize nature accumulation, naturally osmotic, nature
The urban development mode of purification.
The inventors discovered that the composite foundation structure used in existing sponge urban construction can not meet sponge city to rainwater
Receive, store the demand for blending slow releasing function, it is impossible to mitigate the burden of sewerage system under the conditions of the rainy day, it is impossible to meet sponge
The problem of urban construction demand.
Then, inventor in view of this, adhere to the relevant industries for many years it is abundant design and develop and the experience of actual fabrication,
For existing structure and missing studied improvement, there is provided a kind of composite foundation structure of sponge urban construction, to up to
To the purpose with more more practical value.
Utility model content
The purpose of this utility model is to provide a kind of composite foundation structure of sponge urban construction, to solve the above-mentioned back of the body
The composite foundation structure used in existing sponge urban construction proposed in scape technology can not meet sponge city to the receiving of rainwater, store
Blend the demand of slow releasing function, it is impossible to mitigate the burden of sewerage system under the conditions of the rainy day, it is impossible to meet that sponge city is built
If the problem of demand.
The purpose and effect of the composite foundation structure of the utility model sponge urban construction, by technological means in detail below
Reached：
A kind of composite foundation structure of sponge urban construction, wherein, the composite foundation structure of the sponge urban construction
Include：
Ground layer, sand stone layer, basal layer, concrete-pile, concrete support disk, water-absorbing sponge, indent clamping block and aluminium
Alloy filter mesh layer；
The ground layer has been embedded in concrete-pile；The concrete-pile outer wall is provided with concrete support disk；It is described
Concrete-pile shaft core position offers manhole, and manhole has been embedded in water-absorbing sponge；Buckled at the top of the concrete-pile
Conjunction has indent clamping block, and indent clamping block inwall is inlaid with aluminium alloy filter mesh layer；Covered with one layer of sand above the ground layer
Rock layers, and covered with one layer of basal layer above sand stone layer.
Further, the concrete-pile outer wall is provided with concrete support disk at three altogether, and the concrete branch at three
It is integral type structure that disk, which is held round, with concrete-pile.
Further, the aluminium alloy filter mesh layer is made up of jointly three layers of aluminium alloy filter screen.
With existing structure in comparison, the utility model has the following advantages that：
1. the utility model concrete-pile shaft core position offers manhole, and manhole has been embedded in water suction sea
Silk floss, when being rained heavily in city, after basal layer is crossed in rain penetration, the big portion contained during sand stone layer is to rainwater when by sand stone layer
Point impurity is filtered, and intensive sand grains in sand stone layer and rubble also play cushioning effect to rainwater flowing, mitigate city
The burden of drainage system, when rainwater passes through sand stone layer, a small amount of rainwater is descended fastened concrete by it by indent clamping block
Water-absorbing sponge in stake shaft core position is adsorbed, and passes through the water suction in some solidifying native stake shaft core positions set in composite foundation
After sponge is adsorbed to rainwater, the capacity of the rainwater adsorbed is more considerable, further mitigates the burden of sewerage system.
Brief description of the drawings
Fig. 1 is the utility model structure diagram；
Fig. 2 is partial enlargement structural representation in the utility model Fig. 2.
In figure：1st, ground layer, 2, sand stone layer, 3, basal layer, 4, concrete-pile, 5, concrete support disk, 6, water suction sea
Silk floss, 7, indent clamping block, 8, aluminium alloy filter mesh layer.
Embodiment
Below, embodiment of the present utility model is will be explained in, the example is shown in the accompanying drawings and the description below.Although will
The utility model is described with reference to exemplary embodiment, it is to be understood that the description does not really want the utility model to be limited to this to show
The embodiment of example property.On the contrary, the utility model will not only cover the exemplary embodiment, but also cover various replacements,
Change, equivalent and other embodiment, it can be included in spirit of the present utility model and the model that appended claims are limited
In enclosing.
Referring to Fig. 1 to accompanying drawing 2, a kind of composite foundation structure of sponge urban construction, include：
Ground layer 1, sand stone layer 2, basal layer 3, concrete-pile 4, concrete support disk 5, water-absorbing sponge 6, indent clamping
Block 7 and aluminium alloy filter mesh layer 8；
Ground layer 1 has been embedded in concrete-pile 4；The outer wall of concrete-pile 4 is provided with concrete support disk 5；Concrete-pile 4
Shaft core position offers manhole, and manhole has been embedded in water-absorbing sponge 6；The top of concrete-pile 4, which fastens, indent card
Tight block 7, and the inwall of indent clamping block 7 is inlaid with aluminium alloy filter mesh layer 8；The top of ground layer 1 is covered with one layer of sand stone layer 2, and sand
The top of rock layers 2 is covered with one layer of basal layer 3.
The preferred embodiment of the composite foundation structure of sponge urban construction as described above, wherein, outside concrete-pile 4
Wall is provided with concrete support disk 5 at three altogether, and this at three concrete support disk 5 and concrete-pile 4 be integral type structure,
Its intensity is ensured by integral structure, concrete-pile 4 and connecing in ground layer 1 are increased by concrete support disk 5 at three
Contacting surface is accumulated, and ensures its firm effect；
The preferred embodiment of the composite foundation structure of sponge urban construction as described above, wherein, aluminium alloy filter screen
Layer 8 is made up of jointly three layers of aluminium alloy filter screen, ensures its stability and filter effect.
The operation principle of the present embodiment：
When rain cats and dogs, after basal layer 3 is crossed in rain penetration, contain during sand stone layer 2 is to rainwater when by sand stone layer 2
Most of impurity is filtered, and intensive sand grains in sand stone layer 2 and rubble also play cushioning effect to rainwater flowing, mitigate
The burden of sewerage system, the aluminium that a small amount of rainwater is inlayed by the inwall of indent clamping block 7 when rainwater passes through sand stone layer 2
Alloy filter mesh layer 8 filters to be adsorbed by water-absorbing sponge embedded in the manhole of the shaft core position of concrete-pile 4, by compound
After water-absorbing sponge 6 in ground in set some solidifying native shaft core positions of stake 4 adsorbs to rainwater, the rainwater that is adsorbed
Capacity is more considerable, further mitigates the burden of sewerage system, and is discharged under good weather by volatilization, under being beneficial to
Reused under the conditions of the secondary rainy day, further, the outer wall of concrete-pile 4 is provided with concrete support disk 5 at three altogether, and this three
It is integral type structure to locate concrete support disk 5 with concrete-pile 4, ensures its intensity by integral structure, by mixing at three
Solidifying soil support disk 5 increases concrete-pile 4 and the contact area in ground layer 1, ensures its firm effect in ground layer 1.
It should be noted that the standardized element that uses of the utility model can commercially, shaped piece according to
Specification and accompanying drawing record can carry out customized, and the specific connected mode of each part is using ripe in the prior art
Bolt, rivet, the conventional meanses such as welding, machinery, part and equipment are using in the prior art, conventional model, inventor
It will not be described in detail herein.
In summary, although the utility model is described in detail with reference to the foregoing embodiments, for this area
For technical staff, it can still modify to the technical scheme described in foregoing embodiments, or to which part
Technical characteristic carries out equivalent substitution, all within the spirit and principles of the utility model, any modification for being made, equivalent substitution,
Improve etc., it should be included within the scope of protection of the utility model.
Claims (3)
- A kind of 1. composite foundation structure of sponge urban construction, it is characterised in that：Described sponge urban construction it is compound Foundation structure includes：Ground layer, sand stone layer, basal layer, concrete-pile, concrete support disk, water-absorbing sponge, indent clamping block and aluminium alloy Filter mesh layer；The ground layer has been embedded in concrete-pile；The concrete-pile outer wall is provided with concrete support disk；The coagulation Native stake shaft core position offers manhole, and manhole has been embedded in water-absorbing sponge；Being fastened at the top of the concrete-pile has Indent clamping block, and indent clamping block inwall is inlaid with aluminium alloy filter mesh layer；Covered with one layer of sand stone layer above the ground layer, And covered with one layer of basal layer above sand stone layer.
- 2. the composite foundation structure of sponge urban construction according to claim 1, it is characterised in that：The concrete-pile Outer wall is provided with concrete support disk at three altogether, and this at three concrete support disk and concrete-pile be integral type structure.
- 3. the composite foundation structure of sponge urban construction according to claim 1, it is characterised in that：The aluminium alloy filter Stratum reticulare is made up of jointly three layers of aluminium alloy filter screen.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720784304.0U CN207062968U (en) | 2017-06-30 | 2017-06-30 | A kind of composite foundation structure of sponge urban construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720784304.0U CN207062968U (en) | 2017-06-30 | 2017-06-30 | A kind of composite foundation structure of sponge urban construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207062968U true CN207062968U (en) | 2018-03-02 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720784304.0U Expired - Fee Related CN207062968U (en) | 2017-06-30 | 2017-06-30 | A kind of composite foundation structure of sponge urban construction |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108547279A (en) * | 2018-06-21 | 2018-09-18 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of sponge city composite foundation structure |
| CN108952217A (en) * | 2018-07-31 | 2018-12-07 | 深圳市律远汇智科技有限公司 | A kind of soil support construction for green building |
| CN109457792A (en) * | 2018-11-08 | 2019-03-12 | 安阳师范学院 | A kind of garden rainwater-collecting treatment facilities |
| CN110331747A (en) * | 2019-07-26 | 2019-10-15 | 北京中岩大地科技股份有限公司 | A kind of Transient Electromagnetic Apparatus scaling method for whirl spraying operation |
-
2017
- 2017-06-30 CN CN201720784304.0U patent/CN207062968U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108547279A (en) * | 2018-06-21 | 2018-09-18 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of sponge city composite foundation structure |
| CN108547279B (en) * | 2018-06-21 | 2023-10-03 | 中国电建集团贵阳勘测设计研究院有限公司 | Composite foundation structure for sponge city |
| CN108952217A (en) * | 2018-07-31 | 2018-12-07 | 深圳市律远汇智科技有限公司 | A kind of soil support construction for green building |
| CN109457792A (en) * | 2018-11-08 | 2019-03-12 | 安阳师范学院 | A kind of garden rainwater-collecting treatment facilities |
| CN109457792B (en) * | 2018-11-08 | 2024-02-27 | 安阳师范学院 | Courtyard rainwater collection and purification structure |
| CN110331747A (en) * | 2019-07-26 | 2019-10-15 | 北京中岩大地科技股份有限公司 | A kind of Transient Electromagnetic Apparatus scaling method for whirl spraying operation |
| CN110331747B (en) * | 2019-07-26 | 2020-12-04 | 北京中岩大地科技股份有限公司 | Transient electromagnetic instrument calibration method for rotary spraying operation |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180302 Termination date: 20180630 |