CN207259910U - A kind of permeable composite plate in pavement - Google Patents
A kind of permeable composite plate in pavement Download PDFInfo
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- CN207259910U CN207259910U CN201721246899.0U CN201721246899U CN207259910U CN 207259910 U CN207259910 U CN 207259910U CN 201721246899 U CN201721246899 U CN 201721246899U CN 207259910 U CN207259910 U CN 207259910U
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- permeable
- flaggy
- reactive powder
- powder concrete
- composite plate
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Abstract
The utility model provides a kind of permeable composite plate in pavement, including permeable composite plate body, the permeable composite plate body includes Reactive Powder Concrete plate framework, the property powder concrete plate framework includes Reactive Powder Concrete flaggy and the side Reactive Powder Concrete plate set around Reactive Powder Concrete flaggy surrounding vertical, permeable flaggy is provided with the Reactive Powder Concrete flaggy, the permeable flaggy is pervious concrete flaggy or permeable ceramic sheet layer, some drainage grooves are offered on the Reactive Powder Concrete flaggy, fall into after drainage groove and excluded along drainage groove through the water of the pervious concrete flaggy or permeable ceramic sheet layer.The permeable composite plate structure is simple, and intensity is high, and durability is good, and water permeability and water storage ability performance is good.
Description
Technical field
It the utility model is related to paving pavement plate, and in particular to a kind of permeable composite plate in pavement.
Background technology
At present, in town road construction, water permeable sidewalk, pavement basic structure from top to bottom for surface layer,
Screed-coat, basic unit, bed course, soil matrix, or surface layer, screed-coat, basic unit, soil matrix, or surface layer, screed-coat, basic unit, underlayment, bed course,
Soil matrix.Surface material is water-permeable brick or water-permeable cement concrete；Levelling layer material is middle sand or dry cement mortar；Basic unit's material
Expect to be subject to load, permeable, storage for water-permeable cement concrete or permeable cement stabilization gravel or permeable graded broken stone, major function
Water；Subbase course material is permeable graded broken stone；Course is natural soft-clay；Soil matrix is suitably to build the various of water permeable sidewalk
Soil.And there are problems with for existing said structure permeable：Pavement intensity is low, in basic unit's foundation deformation or the feelings of sedimentation
Under condition, it is easily broken off damaging, easy water storage saturation, porous base course impeded drainage.In addition the pervious concrete on existing pavement is
It is laid immediately in basic unit, the gap for blocking basic unit and pervious concrete, shadow can be deposited using impurity such as dust after a period of time
Ring the even pervious bed failure of permeable effect.
Utility model content
The utility model aim to solve the problem that be laid with the prior art the permeable plate on pavement there are basic unit's foundation deformation or
In the case of sedimentation, it is easily broken off damaging, easy water storage saturation, porous base course impeded drainage, uses permeable effect after a period of time
Fruit is poor or waterproof；It is laid with the problem such as pavement intensity is low formed, there is provided a kind of permeable composite plate in pavement, this is permeable
Composite plate structure is simple, and intensity is high, and durability is good, and water permeability and water storage ability performance is good.
In order to solve the above technical problems, the utility model is achieved through the following technical solutions：
A kind of permeable composite plate in pavement, including permeable composite plate body, the permeable composite plate body include activity
Powder concrete plate framework, the property powder concrete plate framework include Reactive Powder Concrete flaggy and around reactive powder coagulations
The side Reactive Powder Concrete plate that native flaggy surrounding vertical is set, is provided with porous disc on the Reactive Powder Concrete flaggy
Layer, the permeable flaggy is pervious concrete flaggy or permeable ceramic sheet layer, is offered on the Reactive Powder Concrete flaggy
Some drainage grooves, fall into after drainage groove along drainage groove through the water of the pervious concrete flaggy or permeable ceramic sheet layer
Discharge.
In the utility model, Reactive Powder Concrete flaggy ensures the intensity of permeable composite plate as main load-carrying construction.
Side Reactive Powder Concrete plate is by around Reactive Powder Concrete flaggy and pervious concrete flaggy or permeable ceramic sheet layer
Fixed, Reactive Powder Concrete plate has preferable intensity, positioned at the pervious concrete flaggy on upper strata or permeable ceramic sheet layer and
The upper end of Reactive Powder Concrete plate framework is substantially flush.
Further, the pervious concrete plate or the permeable ceramic sheet layer one side opposite with Reactive Powder Concrete flaggy
Card slot is offered, the top of the gutter cell wall formed between any two drainage groove is embedded in card slot.Shape is inlayed by this
Formula, will connect positioned at the pervious concrete plate on upper strata or permeable ceramic sheet layer with being fixed positioned at the Reactive Powder Concrete flaggy of lower floor
Connect, stability is good, it is not necessary to increase extra connecting component so that overall permeable composite plate structure is simpler.
Further, the bottom of the drainage groove causes that the bottom of drainage groove is domed from both ends to intermediate projections.
In this way, from pervious concrete flaggy or permeable ceramic sheet layer thoroughly under water fall on the drainage groove of the arch after, from drainage groove
Both ends discharge composite plate, avoid moisture from accumulate on the Reactive Powder Concrete flaggy of composite plate so as to influence the row of composite plate
Water effect.
Further, the Reactive Powder Concrete plate framework is integrally formed, in the Reactive Powder Concrete plate framework
Periphery and positioned at Reactive Powder Concrete flaggy position on open up it is fluted, any the two of the permeable composite plate body of any two
The groove of side is mutually spliced to form hydrophobic channel.
When being laid with pavement with the permeable composite plate of the utility model, it is laid with by this structure, any two is permeable multiple
Hydrophobic channel is all formed between plywood, is added up successively, whole pavement all forms the hydrophobic channel of a completion from so that by water
It is pooled to catch pit.And hydrophobic channel only needs periodic flushing and cleaning, pervious bed will not be blocked.
Further, the thickness of the Reactive Powder Concrete plate is3~5Cm, the pervious concrete flaggy or permeable
The thickness of ceramic sheet layer is4~8cm。
The beneficial effects of the utility model are as follows：
Compared with prior art, the utility model specifically using Reactive Powder Concrete plate and pervious concrete plate or
Structural panel of the permeable ceramic wafer as the permeable composite plate of the utility model, while using Reactive Powder Concrete plate as lower floor
Bearing layer and surface opens up drainage groove on it, using pervious concrete flaggy or permeable ceramic sheet layer as permeable composite plate
Superficial layer is arranged on Reactive Powder Concrete plate, and the setting of drainage groove can guarantee that pervious concrete flaggy or permeable ceramic wafer
Layer is permeable unobstructed, so that the structure formed is simple, intensity is high, durability is good, the good permeable composite plate of permeable drainage performance.
Brief description of the drawings
Fig. 1 is the utility model overlooking the structure diagram；
Fig. 2 is schematic cross-sectional views of the Fig. 1 along A-A；
Fig. 3 is Reactive Powder Concrete plate framework structure diagram；
Fig. 4 is permeable layer structure schematic diagram；
Fig. 5 is schematic cross-sectional views of the Fig. 1 along B-B；
The structure diagram that Fig. 6 is that two permeable composite plates are adjacent in embodiment 3 when being laid with pavement；
The structure diagram that Fig. 7 is that two permeable composite plates are adjacent in embodiment 4 when being laid with pavement；
The reference numeral of above-mentioned attached drawing is：
1st, permeable composite plate body, 2 Reactive Powder Concrete plate frameworks, 3 permeable flaggies, 4 card slots, 5 grooves, 6 hydrophobic logical
Road, 21 Reactive Powder Concrete flaggies, 22 side Reactive Powder Concrete plates, 211 drainage grooves, 212 gutter cell walls.
Embodiment
Below in conjunction with the accompanying drawings and embodiment illustrates the utility model.
Embodiment 1
As shown in Figure 1, Figure 2, shown in Fig. 3, Fig. 4, Fig. 5, a kind of permeable composite plate in pavement, including permeable composite plate body 1,
The permeable composite plate body 1 includes Reactive Powder Concrete plate framework 2, and the Reactive Powder Concrete plate framework 2 includes living
Property the powder concrete flaggy 21 and side Reactive Powder Concrete plate that is set around 21 surrounding vertical of Reactive Powder Concrete flaggy
22, it is provided with permeable flaggy 3 on the Reactive Powder Concrete flaggy 21, the permeable flaggy 3 is pervious concrete flaggy, institute
State and some drainage grooves 211 are offered on Reactive Powder Concrete flaggy 21, gutter is fallen into through the water of the permeable flaggy 3
Excluded after groove 211 along drainage groove 211.
In the present embodiment, card is offered in the permeable flaggy 3 one side opposite with Reactive Powder Concrete flaggy 21
Groove 4, in the top insertion card slot 4 of the gutter cell wall 212 formed between any two drainage groove 211.
In the present embodiment, the bottom of the drainage groove 211 causes the bottom of drainage groove 211 from both ends to intermediate projections
Portion is domed.
In the present embodiment, the Reactive Powder Concrete plate framework 2 is integrally formed, the Reactive Powder Concrete sheet frame
2 periphery of frame and positioned at Reactive Powder Concrete flaggy 21 position on open up fluted 5.
Embodiment 2
The present embodiment and embodiment are distinguished as：The permeable flaggy of the present embodiment is permeable ceramic sheet layer.
Embodiment 3
The present embodiment uses the permeable composite plate in embodiment 1-2 any embodiments to be laid with pavement, its paving mode has
It is a variety of, as shown in fig. 6, the present embodiment is laid with by the vertical mode of the drainage groove 211 of two permeable composite plates, during laying, position
Hydrophobic channel 6 is spliced to form in 5 phase of groove of two permeable composite plates on Reactive Powder Concrete flaggy 21.
Embodiment 4
The present embodiment uses the permeable composite plate in embodiment 1-2 any embodiments to be laid with pavement, its paving mode has
It is a variety of, as shown in fig. 7, the present embodiment is laid with the way of the drainage groove 211 of two permeable composite plates is to docking, during laying,
5 phase of groove of two permeable composite plates on Reactive Powder Concrete flaggy 21 is spliced to form hydrophobic channel 6.
In above-described embodiment 1-4, the thickness of the Reactive Powder Concrete flaggy 21 is3~5Cm, the permeable flaggy
3 thickness is4~8cm.Specifically, in embodiment, the thickness of Reactive Powder Concrete flaggy 21 can be 3cm, permeable flaggy 3
Thickness is 4cm, and in embodiment 2, the thickness of Reactive Powder Concrete flaggy 21 can be 5cm, and the thickness of permeable flaggy 3 is 8cm, real
Apply in example 3, the thickness of Reactive Powder Concrete flaggy 21 can be 4cm, and the thickness of permeable flaggy 3 is 6cm.
Claims (6)
- A kind of 1. permeable composite plate in pavement, it is characterised in that：Including permeable composite plate body (1), the permeable composite plate Body (1) includes Reactive Powder Concrete plate framework (2), and the Reactive Powder Concrete plate framework (2) is mixed including reactive powder Concrete board layer (21) and the side Reactive Powder Concrete plate (22) set around Reactive Powder Concrete flaggy (21) surrounding vertical, Permeable flaggy (3) is provided with the Reactive Powder Concrete flaggy (21), the permeable flaggy (3) is pervious concrete flaggy Or permeable ceramic sheet layer, some drainage grooves (211) are offered on the Reactive Powder Concrete flaggy (21), through described The water of water flaggy (3) is discharged after falling into drainage groove (211) along drainage groove (211).
- A kind of 2. permeable composite plate in pavement according to claim 1, it is characterised in that：On the permeable flaggy (3) Opposite one side offers card slot (4) with Reactive Powder Concrete flaggy (21), is formed between any two drainage groove (211) In the top insertion card slot (4) of gutter cell wall (212).
- A kind of 3. permeable composite plate in pavement according to claim 1, it is characterised in that：The drainage groove (211) Bottom cause that the bottom of drainage groove (211) is domed from both ends to intermediate projections.
- A kind of 4. permeable composite plate in pavement according to claim 1, it is characterised in that：The Reactive Powder Concrete Plate framework (2) is integrally formed, and Reactive Powder Concrete plate framework (2) periphery and is located at Reactive Powder Concrete flaggy (21) Position on open up fluted (5).
- A kind of 5. permeable composite plate in pavement according to claim 1, it is characterised in that：The permeable composite plate of any two The groove (5) of any both sides of body (1) is mutually spliced to form hydrophobic channel (6).
- A kind of 6. permeable composite plate in pavement according to claim 1, it is characterised in that：The Reactive Powder Concrete The thickness of plate is 3~5cm, and the thickness of the permeable flaggy (3) is 4~8cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721246899.0U CN207259910U (en) | 2017-09-26 | 2017-09-26 | A kind of permeable composite plate in pavement |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721246899.0U CN207259910U (en) | 2017-09-26 | 2017-09-26 | A kind of permeable composite plate in pavement |
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| Publication Number | Publication Date |
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| CN207259910U true CN207259910U (en) | 2018-04-20 |
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| CN201721246899.0U Active CN207259910U (en) | 2017-09-26 | 2017-09-26 | A kind of permeable composite plate in pavement |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109056442A (en) * | 2018-09-26 | 2018-12-21 | 中建科技（深汕特别合作区）有限公司 | Assembled manway |
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2017
- 2017-09-26 CN CN201721246899.0U patent/CN207259910U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109056442A (en) * | 2018-09-26 | 2018-12-21 | 中建科技（深汕特别合作区）有限公司 | Assembled manway |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A permeable composite board for sidewalk Effective date of registration: 20210615 Granted publication date: 20180420 Pledgee: Bank of Chengdu science and technology branch of Limited by Share Ltd. Pledgor: CHENGDU DONGLANXING NEW MATERIALS Co.,Ltd. Registration number: Y2021510000118 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20230830 Granted publication date: 20180420 Pledgee: Bank of Chengdu science and technology branch of Limited by Share Ltd. Pledgor: CHENGDU DONGLANXING NEW MATERIALS CO.,LTD. Registration number: Y2021510000118 |
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| PC01 | Cancellation of the registration of the contract for pledge of patent right |