CN206189426U - Light -duty well point drainage system - Google Patents
Light -duty well point drainage system Download PDFInfo
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- CN206189426U CN206189426U CN201621248873.5U CN201621248873U CN206189426U CN 206189426 U CN206189426 U CN 206189426U CN 201621248873 U CN201621248873 U CN 201621248873U CN 206189426 U CN206189426 U CN 206189426U
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- steel plate
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Abstract
The utility model relates to a hydraulic engineering field, specifically be a light -duty well point drainage system, this light -duty well point drainage system, through the bearing structure who adopts steel sheet no. 1 and two constitutions of steel sheet, and the mouth that permeates water through the surface permeates water, and carry out first filtration to water, it is long -pending to avoid mud sand drift, and through adding support piece no. 1 and support piece no. 2 in the inside and outside mode that supports of going on, the deformation that well point was stressed and produces has effectively been avoided, make overall structure stability more, increase of service life, and through the mode at top hypothesis multiunit drainage assembly, can carry out discharge work by effectual water to well point quick more, avoid ponding too much to damage the phenomenon of structure, each part subassembly adopts the mode of fluting slidable mounting and the installation of screw hole screw thread simultaneously, it dismantles to make overall structure make things convenient for more, make and to assemble according to different needs, it is convenient simultaneously, change during certain parts damages.
Description
Technical field
The utility model is related to hydraulic engineering field, specially a kind of vacuum reservoir system.
Background technology
Existing water conservancy, municipal water intake engineering dry point are frequently located in Reservoir region, and conventional water intake engineering is in reservoir bank
Fetched water using floating vessel type, cableway water intaking or newly-built reinforced concrete vertical shaft.However, because reservoir level luffing is larger, reservoir area source
Head flood period silt is more, and dry season water level is too low, therefore, it is difficult to be fetched water using floating vessel type or cableway.According to armored concrete
Vertical shaft is fetched water, and vertical shaft need to be excavated to below dead water level, and underwater portion operation needs construction cofferdam, when reservoir level is deeper
When, construction cofferdam difficulty is big, and cofferdam internal drainage and underwater portion reinforced concrete construction are difficult, and engineering investment cost is too high, often
The water extracting scheme of rule is difficult to carry out.Therefore such water-supply method can not be adapted to the location water intaking for needing to carry out underwater operation,
Modernized water conservancy, municipal works service requirement are not adapted to, it is impossible to meet engineering high benefit, the requirement of low cost, and tradition
Be mostly combined by the structure of the structure of naturally occurring and artificial addition, it is extremely unstable when using, be easy to cause danger
Danger.
Utility model content
The technical problem that the utility model is solved is the defect for overcoming prior art, there is provided a kind of vacuum reservoir system
System.
To achieve the above object, the utility model provides following technical scheme：A kind of vacuum reservoir system, including base
Scar, the surface of the bedrock surface symmetrically offers draw-in groove, and the bedrock surface is provided with supporting steel plate one, institute by draw-in groove clamping
The surface for stating supporting steel plate one is symmetrically arranged with reinforced concrete cast-in-situ panel, wherein reinforced concrete cast-in-situ panel described in two groups
Outside be located at supporting steel plate one surface offer stopper slot, the equal grafting in inside of two stopper slots is fixed with steel plate
One, the outside of the steel plate one is provided with support member one, and steel plate two, institute are provided with the inside of the reinforced concrete cast-in-situ panel
The inner side for stating steel plate two is symmetrically arranged with two groups of support members two, and the top surface of two steel plates two offers limiting card
Groove, the inside of spacing draw-in groove described in two groups is fixed with the two ends of supporting steel plate two, the upper table of the supporting steel plate two respectively
Face is installed with drain assembly.
Preferably, the inner side of the steel plate two position corresponding with support member two-phase offers slip draw-in groove, the support
The outboard end of part two slides the inside for being connected to slip draw-in groove, the medial extremity fixed installation limited location of two of which support member two
Plate, the two ends of the limiting plate offer groove near a side surface of support member two, and the internal slide of the groove is provided with
Fixture block, the middle part of the fixture block and the position corresponding with groove are symmetrically offered between screwed hole, and two groups of limiting plates
It is screwed by screw bolt and nut.
Preferably, the outboard end of the support member one is installed with installing plate, and the surface of the installing plate offers
Thread groove, and the surface of supporting steel plate one is fixed on by bolt thread.
Preferably, the reinforced concrete cast-in-situ panel is three-back-shaped cube, and two groups of steel plates one and two groups of steel plates two
The hollow corresponding with reinforced concrete cast-in-situ panel is, its light plate one and steel plate two are C font cube plates, its
Light plate one, support member one and installing plate are formed in one structure, and the surface of the steel plate one and steel plate two offers multiple
Permeable mouth.
Preferably, the supporting steel plate two is two groups, and is symmetricly set on the top both sides of support member two, the supporting steel
With drain assembly to correspond structure, wherein drain assembly includes support frame to plate two, and the top of support frame as described above fixedly mounts
The upper surface for having bearing plate, the bearing plate is symmetrically installed with water pump, and the inner side of the water pump offers square through hole, described
Bearing plate is provided with winder by square through hole, and locating rod, the locating rod are provided with the inside of winder described in two groups
Middle part be fixedly connected with one end of rope, the inner surface that the supporting steel plate one is located at steel plate two is symmetrically installed with positioning
Block, the other end of the rope is fixedly connected with locating piece, and one end of the water pump is fixedly connected with drainage pipeline, the draining
The other end of pipeline is around the outside for being connected on winder, and the other end reaches the surface of supporting steel plate one through square through hole, wherein
The other end outside of drainage pipeline is nested and fixed connector, and the opposite side of the connector is slidably socketed in the outside of rope.
Preferably, the surface of the supporting steel plate two offers the through hole corresponding with square through hole.
Compared with prior art, the beneficial effects of the utility model are：The vacuum reservoir system, by using steel plate
One and the supporting construction of the composition of steel plate two, and carried out by the permeable mouth on surface permeable, and water is filtered for the first time, keep away
Exempt from silting, and by way of adding support member one and support member two in inside and outside being supported, effectively prevent well point
Be stressed the deformation of generation so that overall structure is more stablized, and increases the service life, and assumes multigroup row by top
The mode of water assembly, water that can be more rapidly and effectively to well point carries out discharge work, it is to avoid ponding excessively damages structure
Phenomenon, while each element is by the way of fluting is slidably installed and screwed hole screw thread is installed so that overall structure is more
Convenient dismounting, enabling assembled according to different needs, at the same it is convenient, changed during certain parts damages.
Brief description of the drawings
Fig. 1 is overall structure diagram of the present utility model；
Fig. 2 is structural representation at the utility model A；
Fig. 3 is structural representation at the utility model B；
Fig. 4 is the top schematic diagram of steel plate of the present utility model one and steel plate two.
In figure：1 bedrock surface, 2 draw-in grooves, 3 supporting steel plates one, 31 locating pieces, 4 reinforced concrete cast-in-situ panels, 5 stopper slots, 6
Steel plate one, 7 support members one, 71 installing plates, 8 steel plates two, 81 slip draw-in grooves, 9 support members two, 91 limiting plates, 92 grooves, 93 cards
Block, 10 spacing draw-in grooves, 11 supporting steel plates two, 12 drain assemblies, 121 support frames, 122 bearing plates, 123 water pumps, 124 winders,
125 locating rods, 126 ropes, 127 drainage pipelines, 13 connectors.
Specific embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment for being obtained, belongs to the scope of the utility model protection.
Fig. 1-4 are referred to, the utility model provides a kind of technical scheme：
As a kind of technical optimization scheme of the present utility model, a kind of vacuum reservoir system, including bedrock surface 1, base
The surface of scar 1 symmetrically offers draw-in groove 2, and bedrock surface 1 is provided with supporting steel plate 1, supporting steel plate 1 by the clamping of draw-in groove 2
Surface be symmetrically arranged with reinforced concrete cast-in-situ panel 4, wherein two groups of outsides of reinforced concrete cast-in-situ panel 4 are located at support
The surface of steel plate 1 offers stopper slot 5, and the equal grafting in inside of two stopper slots 5 is fixed with steel plate 1, outside steel plate 1
Side is provided with support member 1, and the inner side of reinforced concrete cast-in-situ panel 4 is provided with steel plate 28, and the inner side of steel plate 28 symmetrically sets
Be equipped with two groups of support members 29, two top surfaces of steel plate 28 offer spacing draw-in groove 10, two groups of spacing draw-in grooves 10 it is interior
Portion is fixed with the two ends of supporting steel plate 2 11 respectively, and the upper surface of supporting steel plate 2 11 is installed with drain assembly 12.
As a kind of technical optimization scheme of the present utility model, the inner side of steel plate 28 position corresponding with support member 29
Slip draw-in groove 81 is offered, the outboard end of support member 29 slides the inside for being connected to slip draw-in groove 81, two of which support member two
9 medial extremity is installed with limiting plate 91, and the two ends of limiting plate 91 offer groove near a side surface of support member 29
92, the internal slide of groove 92 is provided with fixture block 93, and the middle part of fixture block 93 and the position corresponding with groove 92 are symmetrically opened
It is provided between screwed hole, and two groups of limiting plates 91 and is screwed by screw bolt and nut.
Used as a kind of technical optimization scheme of the present utility model, the outboard end of support member 1 is installed with installing plate
71, the surface of installing plate 71 offers thread groove, and the surface of supporting steel plate 1 is fixed on by bolt thread.
Used as a kind of technical optimization scheme of the present utility model, reinforced concrete cast-in-situ panel 4 is three-back-shaped cube, and
Two groups of steel plates 1 and two groups of steel plates 28 are the hollow corresponding with reinforced concrete cast-in-situ panel 4, its He of light plate 1
Steel plate 28 is C font cube plates, and its light plate 1, support member 1 and installing plate 71 are formed in one structure, steel plate one
6 and the surface of steel plate 28 offer multiple permeable mouths.
Used as a kind of technical optimization scheme of the present utility model, supporting steel plate 2 11 is two groups, and is symmetricly set on support
The top both sides of part 29, with drain assembly 12 to correspond structure, wherein drain assembly 12 includes support to supporting steel plate 2 11
Frame 121, the top of support frame 121 is installed with bearing plate 122, and the upper surface of bearing plate 122 is symmetrically installed with water pump 123,
The inner side of water pump 123 offers square through hole, and bearing plate 122 is provided with winder 124, two groups of winders by square through hole
124 inner side is provided with locating rod 125, and the middle part of locating rod 125 is fixedly connected with one end of rope 126, supporting steel plate 1
Locating piece 31 is symmetrically installed with positioned at the inner surface of steel plate 28, the other end of rope 126 is fixedly connected with locating piece 31, water
One end of pump 123 is fixedly connected with drainage pipeline 127, the other end of drainage pipeline 127 around the outside for being connected on winder 124, and
The other end reaches the surface of supporting steel plate 1 through square through hole, and the other end outside of wherein drainage pipeline 127 is nested and fixed
Connector 13, the opposite side of connector 13 is slidably socketed in the outside of rope 126.
Used as a kind of technical optimization scheme of the present utility model, the surface of supporting steel plate 2 11 offers and square through hole phase
Corresponding through hole.
Operation principle：When people use the vacuum reservoir system, the support being made up of steel plate 1 and steel plate 28
Structure, and carried out by the permeable mouth on surface permeable, and water is filtered for the first time, it is to avoid silting, and pass through
Support member 1 and support member 29 are added in the inside and outside mode being supported, well point are effectively prevent and is stressed the deformation of generation,
So that overall structure is more stablized, increase the service life, and by way of assuming multigroup drain assembly 12 at top, energy
The enough water more rapidly and effectively to well point carries out discharge work, it is to avoid ponding excessively damages the phenomenon of structure, while each part
Component is by the way of fluting is slidably installed and screwed hole screw thread is installed so that overall structure more facilitates dismounting so that energy
It is enough to be assembled according to different needs, at the same it is convenient, changed during certain parts damages.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out various changes in the case where principle of the present utility model and spirit is not departed from, repaiies
Change, replace and modification, scope of the present utility model is defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of vacuum reservoir system, including bedrock surface（1）, it is characterised in that：The bedrock surface（1）Surface symmetrically open
It is provided with draw-in groove（2）, the bedrock surface（1）By draw-in groove（2）Clamping is provided with supporting steel plate one（3）, the supporting steel plate one（3）
Surface be symmetrically arranged with reinforced concrete cast-in-situ panel（4）, wherein reinforced concrete cast-in-situ panel described in two groups（4）Outside
Positioned at supporting steel plate one（3）Surface offer stopper slot（5）, two stopper slots（5）The equal grafting in inside be fixed with
Steel plate one（6）, the steel plate one（6）Outside be provided with support member one（7）, the reinforced concrete cast-in-situ panel（4）It is interior
Side is provided with steel plate two（8）, the steel plate two（8）Inner side be symmetrically arranged with two groups of support members two（9）, two steel plates two
（8）Top surface offer spacing draw-in groove（10）, spacing draw-in groove described in two groups（10）Inside be fixed with branch respectively
Support steel plate two（11）Two ends, the supporting steel plate two（11）Upper surface be installed with drain assembly（12）.
2. a kind of vacuum reservoir system according to claim 1, it is characterised in that：The steel plate two（8）Inner side
With support member two（9）Corresponding position offers slip draw-in groove（81）, the support member two（9）Outboard end slide be connected to
Slip draw-in groove（81）Inside, two of which support member two（9）Medial extremity be installed with limiting plate（91）, the limiting plate
（91）Two ends near support member two（9）A side surface offer groove（92）, the groove（92）Internal slide install
There is fixture block（93）, the fixture block（93）Middle part and and groove（92）Corresponding position symmetrically offers screwed hole, and
Two groups of limiting plates（91）Between be screwed by screw bolt and nut.
3. a kind of vacuum reservoir system according to claim 1, it is characterised in that：The support member one（7）It is outer
Side is installed with installing plate（71）, the installing plate（71）Surface offer thread groove, it is and solid by bolt thread
It is scheduled on supporting steel plate one（3）Surface.
4. a kind of vacuum reservoir system according to claim 1, it is characterised in that：The reinforced concrete cast-in-situ face
Plate（4）It is three-back-shaped cube, and two groups of steel plates one（6）With two groups of steel plates two（8）It is and reinforced concrete cast-in-situ panel（4）
Corresponding hollow, its light plate one（6）With steel plate two（8）It is C font cube plates, its light plate one（6）, support member
One（7）And installing plate（71）Be formed in one structure, the steel plate one（6）With steel plate two（8）Surface offer it is multiple thoroughly
The mouth of a river.
5. a kind of vacuum reservoir system according to claim 1, it is characterised in that：The supporting steel plate two（11）For
Two groups, and it is symmetricly set on support member two（9）Top both sides, the supporting steel plate two（11）With drain assembly（12）For one by one
Counter structure, wherein drain assembly（12）Including support frame（121）, support frame as described above（121）Top be installed with load-bearing
Plate（122）, the bearing plate（122）Upper surface be symmetrically installed with water pump（123）, the water pump（123）Inner side open up
There are square through hole, the bearing plate（121）Winder is provided with by square through hole（124）, winder described in two groups（124）'s
Inner side is provided with locating rod（125）, the locating rod（125）Middle part be fixedly connected with rope（126）One end, the branch
Support steel plate one（3）Positioned at steel plate two（8）Inner surface be symmetrically installed with locating piece（31）, the rope（126）The other end
With locating piece（31）It is fixedly connected, the water pump（123）One end be fixedly connected with drainage pipeline（127）, the drainage pipeline
（127）The other end around being connected on winder（124）Outside, and the other end through square through hole reach supporting steel plate one（3）'s
Surface, wherein drainage pipeline（127）The other end outside connector is nested and fixed（13）, the connector（13）Opposite side
It is slidably socketed in rope（126）Outside.
6. a kind of vacuum reservoir system according to claim 1, it is characterised in that：The supporting steel plate two（11）'s
Surface offers the through hole corresponding with square through hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621248873.5U CN206189426U (en) | 2016-11-22 | 2016-11-22 | Light -duty well point drainage system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621248873.5U CN206189426U (en) | 2016-11-22 | 2016-11-22 | Light -duty well point drainage system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206189426U true CN206189426U (en) | 2017-05-24 |
Family
ID=58727256
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621248873.5U Active CN206189426U (en) | 2016-11-22 | 2016-11-22 | Light -duty well point drainage system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206189426U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110700882A (en) * | 2019-09-04 | 2020-01-17 | 山东大学 | Automatic water supply system and method suitable for portable drilling machine in tunnel |
| CN110847634A (en) * | 2019-11-27 | 2020-02-28 | 湖南麓上住宅工业科技有限公司 | Supporting device of passive house timber structure |
-
2016
- 2016-11-22 CN CN201621248873.5U patent/CN206189426U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110700882A (en) * | 2019-09-04 | 2020-01-17 | 山东大学 | Automatic water supply system and method suitable for portable drilling machine in tunnel |
| CN110700882B (en) * | 2019-09-04 | 2020-11-06 | 山东大学 | Automatic water supply system and method suitable for portable drilling machine in tunnel |
| CN110847634A (en) * | 2019-11-27 | 2020-02-28 | 湖南麓上住宅工业科技有限公司 | Supporting device of passive house timber structure |
| CN110847634B (en) * | 2019-11-27 | 2021-07-06 | 湖南麓上住宅工业科技有限公司 | Supporting device of passive house timber structure |
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