CN208870040U - A kind of groundwater reclaim purification device for base pit dewatering - Google Patents

A kind of groundwater reclaim purification device for base pit dewatering Download PDF

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Publication number
CN208870040U
CN208870040U CN201821269472.7U CN201821269472U CN208870040U CN 208870040 U CN208870040 U CN 208870040U CN 201821269472 U CN201821269472 U CN 201821269472U CN 208870040 U CN208870040 U CN 208870040U
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China
Prior art keywords
drainage layer
matrix
drainage
base pit
pit dewatering
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CN201821269472.7U
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Inventor
宋广峰
陈永福
宋超
王伟杰
吴云连
吉华彬
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Fourth Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
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Fourth Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
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Abstract

The utility model discloses a kind of groundwater reclaim purification devices for base pit dewatering, the matrix being connect including water inlet end with base pit dewatering net, matrix is equipped with multiple for filtering the drainage layer of precipitation, adjacent drainage interlayer was equipped with the network of rivers, opening is equipped on matrix with drainage layer corresponding position, opening is equipped with openable and closable dust-proof cover.Using groundwater reclaim purification device provided by the utility model, drainage of foundation pit is filtered by the multiple drainage layers being arranged on matrix, simply it is convenient for being arranged by the way that its structure is directly arranged on matrix, sedimentation basin is built without excavating, and without being modified to former flowing line, device, which is connect, can be realized filtering in the end of draining official website, and multiple drainage layers realize different drainages requirements, and when drainage layer needs to change can be by the replacement of dust-proof cover realization drainage layer.

Description

A kind of groundwater reclaim purification device for base pit dewatering
Technical field
The utility model relates to technical field of building construction, more specifically to a kind of underground for base pit dewatering Water reclaiming clean device.
Background technique
Currently, drainage of foundation pit is typically directly discharged into urban pipe network, a large amount of silts can be usually had in underground water, into municipal administration Long-term accumulation must will cause silting up and polluting for city planting ductwork, and underground water arranges a kind of also wasting of resources, on the other hand Construction is temporarily with water by needing to consume a large amount of tap water, such as concrete curing water, fire demand water, civilized construction water. The filter type that construction site uses is usually the form of sedimentation basin, and multi stage precipitation low efficiency, purifying water effect is poor, space occupied Greatly, it cannot achieve turnover.This engineering basement area is big, and base pit dewatering is more, while again due to closing on coastline, freshwater resources are deficient It is weary.
Utility model content
In view of this, the purpose of this utility model is to provide a kind of groundwater reclaims for base pit dewatering to purify dress It sets, to solve the problems such as existing construction site drainage of foundation pit filter type purifying water effect is poor, space occupied is big.
In order to achieve the above object, the utility model provides the following technical solutions:
A kind of groundwater reclaim purification device for base pit dewatering, the base being connect including water inlet end with base pit dewatering net Body, described matrix are equipped with multiple drainage layers for being used to filter precipitation, and the adjacent drainage interlayer was equipped with the network of rivers, described matrix Upper to be equipped with opening with the drainage layer corresponding position, the opening is equipped with openable and closable dust-proof cover.
Preferably, the drainage layer includes the cobble drainage layer set gradually along the close water inlet end side, rubble filter Water layer and quartzy drainage layer, the cobble drainage layer in described matrix, the rubble drainage layer and the quartzy drainage layer it is upper Opening corresponding to side is respectively equipped with the dust-proof cover.
Preferably, the dust-proof cover includes the dustproof cover and be set to described anti-that both ends are erected on respectively in the opening The load board of the dirt side of covering, one end of the load board and described matrix are hinged.
Preferably, described matrix is specially bellows.
Preferably, pre-determined distance is equipped between the laying top surface and the opening of the drainage layer.
Preferably, the two sides of described matrix are respectively provided with the fixing piece of support described matrix.
Groundwater reclaim purification device provided by the utility model for base pit dewatering, including water inlet end and base pit dewatering Net the matrix of connection, matrix is equipped with multiple for filtering the drainage layers of precipitation, and adjacent drainage interlayer was equipped with the network of rivers, on matrix It is equipped with opening with drainage layer corresponding position, opening is equipped with openable and closable dust-proof cover.
Using groundwater reclaim purification device provided by the utility model, by multiple drainage layers for being arranged on matrix to base Hole draining is filtered, and is simply convenient for being arranged by the way that its structure is directly arranged on matrix, builds sedimentation basin without excavating, and nothing Former flowing line need to be modified, device, which is connect, can be realized filtering in the end of draining official website, and multiple drainage layers are realized not With drainage requirement, and drainage layer can realize the replacement of drainage layer when needing to change by dust-proof cover.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor Under, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is a kind of structure of the groundwater reclaim purification device for base pit dewatering provided by the embodiment of the utility model Schematic diagram;
Fig. 2 is the side structure schematic view of Fig. 1.
It is marked in attached drawing as follows:
Matrix 1 crosses the network of rivers 2, cobble drainage layer 3, rubble drainage layer 4, quartzy drainage layer 5, load board 6, dustproof cover 7.
Specific embodiment
The utility model embodiment discloses a kind of groundwater reclaim purification device for base pit dewatering, existing to solve The problems such as construction site drainage of foundation pit filter type purifying water effect is poor, space occupied is big.
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work Every other embodiment obtained, fall within the protection scope of the utility model.
Fig. 1-Fig. 2 is please referred to, Fig. 1 is a kind of groundwater reclaim for base pit dewatering provided by the embodiment of the utility model The structural schematic diagram of purification device;Fig. 2 is the side structure schematic view of Fig. 1.
In a kind of specific embodiment, the groundwater reclaim provided by the utility model for base pit dewatering purifies dress It sets, including the matrix 1 that water inlet end is connect with base pit dewatering net, matrix 1 is equipped with multiple drainage layers for being used to filter precipitation, adjacent Drainage interlayer was equipped with the network of rivers 2, under the premise of guaranteeing that water flow passes through, the medium between each drainage layer was effectively prevent mutually to mix Together.Opening is equipped on matrix 1 with drainage layer corresponding position, opening is equipped with openable and closable 7 component of dustproof cover.
Matrix 1 is preferably steel pipe etc., and multiple drainage layers are arranged on matrix 1, can according to different drainage demand drainage layers It for identical or different setting, crosses the network of rivers 2 and adjacent drainage interlayer is set, to improve drainage effect, in order to be needed more in drainage layer Facilitate taking-up when changing, is open in matrix 1 and the setting of drainage layer corresponding position, 7 component of dustproof cover, 7 component of dustproof cover are set in opening It can ride upon in opening, when needing to change drainage layer, open 7 component of dustproof cover and take out drainage layer realization replacement.
Using groundwater reclaim purification device provided by the utility model, pass through the multiple drainage layers pair being arranged on matrix 1 Drainage of foundation pit is filtered, and is simply convenient for being arranged by the way that its structure is directly arranged on matrix 1, builds sedimentation basin without excavating, And without being modified to former flowing line, device, which is connect, can be realized filtering in the end of draining official website, and multiple drainage layers are real Existing different drainages requirements, and when drainage layer needs to change, can realize the replacement of drainage layer by 7 component of dustproof cover.
Specifically, drainage layer includes the cobble drainage layer 3 set gradually along close water inlet end side, 4 and of rubble drainage layer Quartzy drainage layer 5, opening punishment corresponding to the top of cobble drainage layer 3, rubble drainage layer 4 and quartzy drainage layer 5 on matrix 1 It She You not 7 component of dustproof cover.
Drainage of foundation pit is filtered step by step respectively by cobble drainage layer 3, rubble drainage layer 4 and quartzy drainage layer 5, when So, in other embodiments, can also be with the drainage layer of self-setting other forms, such as microorganism drainage layer, it can be according to reality It needs to be configured, it is within the protection scope of the present utility model.Wherein, dustproof cover 7 is respectively set above each drainage layer Component, with when one of drainage layer needs to change, other drainage layers guarantee filtering effect without opening to prevent pollutant from entering Fruit.
In one embodiment, 7 component of dustproof cover includes the dustproof cover 7 and be set to dust-proof that both ends are erected on respectively in opening The load board 6 of 7 top of lid, one end of load board 6 and matrix 1 are hinged.Dustproof cover 7 is loaded by load board 6, is prevented The tilting of dirt lid 7 pollutes object and enters in matrix 1, and one end of load board 6 can be realized hingedly by bolt and matrix 1, is loading Mounting hole is respectively set on plate 6 and matrix 1, bolt is realized by mounting hole and fixed, and in other embodiments, can also voluntarily be set Fixed form is set, it is within the protection scope of the present utility model.
In one embodiment, matrix 1 is specially bellows.Bellows has chemical stability relative to conventional cement pipe And resistance to ag(e)ing, the acid and alkali substance in general soil will not damage it, weight is light compared to traditional pipe of cement, Facilitate installation and is used in turn.The outer wall of bellows wave structure in a ring, enhances the rigidity of tubing, to enhance pipeline pair The resistance of soil load prevents drainage layer from being squeezed by the external world and reducing water purification efficiency.The low-temperature resistant and shock resistant performance of bellows More preferably, special protective measures need not be taken in -30 DEG C or more constructions, winter construction is convenient.Bellows can slightly be bent, no It by a degree of differential settlement on ground, and can not have to be laid on pipe fitting, directly be layered in the groove slightly dug, save Shi Shengli.Bellows price is low, long service life, improves the turnover rate of the present apparatus.
Further, pre-determined distance, preferably 5cm, to prevent sewage from overflowing are equipped between the laying top surface of drainage layer and opening Out.
Further, the two sides of matrix 1 are respectively provided with the fixing piece of support substrate 1.Fixing piece can be specially wood The structures such as side or steel pipe.
In a kind of specific embodiment, the excavation 30m long at base pit dewatering least significant end, the groove of 0.8m wide, 0.8m depth, Transfer the present apparatus.Flitch is set in channel bottom, device is fixed, skew occurs for pipeline when preventing water flow excessive, influences clear The use of silt mouth.Groove is simply gone along with sb. to guard him, dredging mouth is reserved in outside.Water quality monitoring is periodically carried out, is such as found Water purification efficiency reduces or the decline of water purification quality, drainage layer can be carried out replacement cleaning by dredging mouth.
Water flow enters end purification device, and by cobble drainage layer 3, rubble drainage layer 4 be can reach after quartzy drainage layer 5 The requirement of construction water grade can continue to connect the present apparatus, to realize the water purification of more stages if any other water purifications requirement.Bellows For caliber 500mm standard pipe, it can be convenient and be directly connected to construction site precipitation system, realize turnover.The present apparatus is by cobble Drainage layer 3, rubble drainage layer 4, quartzy drainage layer 5 are directly arranged among pipeline, can save the process excavated and build sedimentation basin, It uses manpower and material resources sparingly.Water flow is directly purified by bellows, compared to using after being precipitated into sedimentation basin, is had It is high-efficient, the small advantage of occupied area, and possess preferably filtering effect compared to sedimentation basin in the faster situation of the flow velocity of water Fruit.Corrugated pipe connector needs and the base pit dewatering net of 500mm caliber is used cooperatively, and the drainage pipeline of other bores need to be connect using variable diameter Head is used cooperatively.
By setting, excavation can be saved and build sedimentation basin, and not have to be modified former flowing line, device is connect Filtering function can be realized in the end of drainage pipeline networks.Different drainage requirements can be realized by the way that multiple drainage layers are arranged.This dress It is simple and convenient to set installation, use environment multiplicity, turnover rate height.Both solved the drainage of foundation pit wasting of resources, mistake with a bellows Filter tank setting is time-consuming and laborious, and purifier is difficult to the problem of having enough to meet the need.
Finally, it is to be noted that, herein, relational terms such as first and second and the like be used merely to by One entity or operation are distinguished with another entity or operation, without necessarily requiring or implying these entities or operation Between there are any actual relationship or orders.Moreover, the terms "include", "comprise" or its any other variant meaning Covering non-exclusive inclusion, so that the process, method, article or equipment for including a series of elements not only includes that A little elements, but also including other elements that are not explicitly listed, or further include for this process, method, article or The intrinsic element of equipment.In the absence of more restrictions, the element limited by sentence "including a ...", is not arranged Except there is also other identical elements in the process, method, article or apparatus that includes the element.
Each embodiment in this specification is described in a progressive manner, the highlights of each of the examples are with other The difference of embodiment, the same or similar parts in each embodiment may refer to each other.
The foregoing description of the disclosed embodiments can be realized professional and technical personnel in the field or using originally practical new Type.Various modifications to these embodiments will be readily apparent to those skilled in the art, and determine herein The General Principle of justice can be realized in other embodiments without departing from the spirit or scope of the present utility model.Cause This, the present invention will not be limited to the embodiments shown herein, and is to fit to and principles disclosed herein The widest scope consistent with features of novelty.

Claims (6)

1. a kind of groundwater reclaim purification device for base pit dewatering, which is characterized in that including water inlet end and base pit dewatering net The matrix of connection, described matrix are equipped with multiple drainage layers for being used to filter precipitation, and the adjacent drainage interlayer was equipped with the network of rivers, Opening is equipped in described matrix with the drainage layer corresponding position, the opening is equipped with openable and closable dust-proof cover.
2. a kind of groundwater reclaim purification device for base pit dewatering according to claim 1, which is characterized in that described Drainage layer includes along the cobble drainage layer, rubble drainage layer and quartzy drainage layer set gradually close to the water inlet end side, institute State opening difference corresponding to the top of the cobble drainage layer on matrix, the rubble drainage layer and the quartzy drainage layer Equipped with the dust-proof cover.
3. a kind of groundwater reclaim purification device for base pit dewatering according to claim 2, which is characterized in that described Dust-proof cover includes the dustproof cover that both ends are erected on respectively in the opening and the load board above the dustproof cover, institute One end and the described matrix for stating load board are hinged.
4. a kind of groundwater reclaim purification device for base pit dewatering according to claim 3, which is characterized in that described Matrix is specially bellows.
5. a kind of groundwater reclaim purification device for base pit dewatering according to claim 4, which is characterized in that described Pre-determined distance is equipped between the laying top surface and the opening of drainage layer.
6. a kind of groundwater reclaim purification device for base pit dewatering according to claim 5, which is characterized in that described The two sides of matrix are respectively provided with the fixing piece of support described matrix.
CN201821269472.7U 2018-08-07 2018-08-07 A kind of groundwater reclaim purification device for base pit dewatering Active CN208870040U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821269472.7U CN208870040U (en) 2018-08-07 2018-08-07 A kind of groundwater reclaim purification device for base pit dewatering

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821269472.7U CN208870040U (en) 2018-08-07 2018-08-07 A kind of groundwater reclaim purification device for base pit dewatering

Publications (1)

Publication Number Publication Date
CN208870040U true CN208870040U (en) 2019-05-17

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110761309A (en) * 2019-10-31 2020-02-07 中交第二航务工程局有限公司 Piping emergency drainage tube and construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110761309A (en) * 2019-10-31 2020-02-07 中交第二航务工程局有限公司 Piping emergency drainage tube and construction method
CN110761309B (en) * 2019-10-31 2022-02-11 中交二航局第一工程有限公司 Construction method of piping emergency drainage tube

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