CN206829163U - A kind of high artesian section construction Yield rainfall relation device - Google Patents
A kind of high artesian section construction Yield rainfall relation device Download PDFInfo
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- CN206829163U CN206829163U CN201720678478.9U CN201720678478U CN206829163U CN 206829163 U CN206829163 U CN 206829163U CN 201720678478 U CN201720678478 U CN 201720678478U CN 206829163 U CN206829163 U CN 206829163U
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Abstract
The utility model discloses a kind of high artesian section construction Yield rainfall relation device, mainly include water plug and steel sleeve, water plug is made up of water pumper, drainpipe and drinking-water pipe, drinking-water pipe extend into steel bushing bottom of the tube, the water inlet filter of conjoined structure is additionally provided with the entrance point of drinking-water pipe, drainpipe is arranged on above the well head of dewatering well；In ring flange of the top of the steel sleeve extension provided with conjoined structure, the flange gasket and ring flange plugging plate that kissing is matched somebody with somebody therewith are sequentially movably equipped with the top of ring flange, the circular seal ring of conjoined structure is welded with the pipe shaft of steel sleeve, seal ring is installed in the middle part of bed course.The utility model is simple in construction, novelty reasonable in design, not only make simple, convenient and quick construction, it is and low cost, safe and reliable, a series of cuttings, welding sequence can effectively be avoided, not only water-pumping/draining works well during use, construction technology is also simplify, reduces construction cost, and can effectively blocks in the later stage to underground water.
Description
Technical field
The utility model is related to a kind of Yield rainfall relation device, more particularly to a kind of high artesian section construct Yield rainfall relation device,
Mainly it is applied to the Yield rainfall relation of Yield rainfall relation and general underground water during high artesian construction, belongs to elevator, basement bottom board, collection
The Yield rainfall relations such as well and seepage control technique field.
Background technology
With the fast development in city, urban land is more and more nervous, bigger in order to be obtained on limited soil
Space, city New Buildings are more and more excavated toward underground and aboveground, have been arisen at the historic moment increasing high-rise, super
High-rise.And skyscraper is the requirement for meeting parking stall, people's air defense etc., underground, which also has, often sets multi-storey basement.However,
With the increasing of basement depth, many building bases are in underground bearing water soil layer, and pole is brought to basement construction
Big challenge：It is higher in artesian water and when thering is the swelling to go out always, if precipitation method is improper when carrying out concrete construction, work as bottom plate
During closing, the hidden danger of quality such as cracking, water hole may be caused to concrete construction；Particularly elevator, basement sump, after pour
Band is waited relative to whole bottom plate is relatively low or last casting concrete position.
In engineering conventional way be elevator, basement sump, post-cast strip etc. relative to whole bottom plate it is relatively low or
The last casting concrete position of person sets dewatering device to carry out Yield rainfall relation, to be onstructed to being cut precipitation well point pipe behind this position
Cut, concrete perfusion and being welded in the mouth of pipe with steel plate blocks in a pipe, and point pipe closure is completed to carry out the construction of concrete again.For
The construction quality of influence on groundwater underplate concrete is prevented, just needs to carry out applying for underplate concrete immediately after plugging dewatering well
Work, therefore the baseplate reinforcing bar banded completion when blocking dewatering well, now carry out the excision of downcomer, welding will waste largely
Time, and due to narrow space, easily make plate muscle injured in cutting, welding, welding quality is also difficult to ensure, stayed to construction
Under huge hidden danger of quality, and process is complex, construction cost is higher.
Therefore, construction technology can be simplified by being badly in need of development one kind, reduce construction cost, water-pumping/draining effect is good during use
A kind of high artesian section construction Yield rainfall relation device that is good, can effectively being blocked in the later stage to underground water.
The content of the invention
This is changed for many shortcomings and deficiencies, the utility model present in above-mentioned background technology and prior art
Enter and innovate, it is desirable to provide it is a kind of not only to make simple, convenient and quick construction and low cost, safe and reliable, can effectively it keep away
Exempt from a series of cuttings, welding sequence, not only water-pumping/draining works well during use, moreover it is possible to simplify construction technology, reduction is constructed into
This, while and can effectively blocks in the later stage to underground water, is effectively guaranteed such a high pressure-bearing of construction quality
Water section construction Yield rainfall relation device.
To reach above-mentioned purpose of utility model, a kind of high artesian section construction Yield rainfall relation device of the utility model is to pass through
Realized using following design structure and following design：
A kind of high artesian section construction Yield rainfall relation device, a kind of high artesian section construction Yield rainfall relation device mainly include setting
The outside water plug (2) of dewatering well (1) and the steel sleeve (3) being arranged inside dewatering well are placed in, wherein, water plug
(2) it is to be made up of water pumper (21) and the drainpipe (22) being arranged on water pumper (21) and drinking-water pipe (23), it is described to draw water
Pipe (23) extend into steel sleeve (3) bottom, and the water inlet filtering of conjoined structure is additionally provided with the entrance point of drinking-water pipe (23)
Device (231), the drainpipe (22) are arranged on above the well head of dewatering well (1)；At the top of steel sleeve (3), extension is provided with disjunctor
The ring flange (4) of structure, annular welds are connected to the circular sealing of conjoined structure on the pipe shaft close to steel sleeve (3) upper end
Ring (7), circular seal ring (7) are installed on the middle part of bed course (8).
Another preferable technical scheme above-mentioned as the utility model, in the top of ring flange (4), sequentially activity is set
Have the flange gasket (5) and ring flange plugging plate (6) that kissing is matched somebody with somebody therewith, ring flange plugging plate (6) and flange gasket (5) by bolt with
Ring flange (4) Joint is connected as a single entity.
As above-mentioned optimal technical scheme of the present utility model, the flange gasket (5) is circular ring, and the annular shape is tied
Annular offers several flange gasket through holes (51) on the flange gasket (5) of structure, is isodistantly spaced between adjacent flange gasket through hole (51)
Lay.
As the above-mentioned preferable technical scheme of the utility model, the ring flange plugging plate (6) is circular ring, the circle
Annular offers several ring flange plugging plate through holes (61), adjacent flange disk seal on the ring flange plugging plate (6) of cyclic structure
Closure plate through hole is isodistantly spaced laying between (61).
The further preferred technical scheme above-mentioned as the utility model, the number of the ring flange plugging plate through hole (61)
Between the amount through hole and through hole identical and relative with the quantity of the ring flange through hole (41) and the flange gasket through hole (51) that
This is symmetrical, and is correspondingly bolted through bolt.
The another step preferable technical scheme above-mentioned as the utility model, the water pumper (21) are drawn water for centrifugal pump type
Machine；The drainpipe (22) and the drinking-water pipe (23) are iron pipe, PPR pipe either plastic tube；The steel sleeve (3) is by justifying
The tube material of shape is made；The ring flange (4) is circular ring, and annular opens up on the ring flange (4) of the circular ring
There are several ring flange through holes (41), laying is isodistantly spaced between adjacent ring flange through hole (41).
The technical scheme still further preferably above-mentioned as the utility model, the ring flange (4) and flange gasket (5) with
And ring flange plugging plate (6) is processed into using the steel plate materialses of stainless steel.
The technical scheme again still further preferably above-mentioned as the utility model, the seal ring wing of the seal ring (7)
Width be 5cm~15cm, thickness is not less than 1.5mm~1cm, and seal ring (7) is made up of steel plate materialses；The bed course (8)
Thickness be 20cm~50cm.
The technical scheme again also still further preferably above-mentioned as the utility model, the water inlet filter (231)
Overall cylindrical structure, it is homogeneous that the surrounding of the water inlet filter (231) of cylinder-like structure is uniformly provided with several shape sizes
The through hole (2311) of cause, the aperture of each through hole (2311) is 1mm~3mm, to prevent impurity from entering drinking-water pipe (23).
Caused beneficial effect is the utility model compared with prior art：
1st, the utility model, which realizes, only needs to set a steel sleeve, it is not necessary to sets air inlet pipe, pumping conduit can be with
Recycling, reduce construction cost and pipeline location infiltration risk.
2nd, the utility model can effectively avoid a series of cuttings, welding sequence, be saved the plenty of time for pipe plugging, drop
The disturbance of sinking water installations position infiltration risk and reduction to baseplate reinforcing bar, is effectively guaranteed construction quality.
3rd, the utility model Yield rainfall relation device makes simple, convenient and quick construction, and low cost, safe and reliable.
4th, have when the utility model bottom plate blocks, on the outside of steel sleeve bed course position seal ring and top ring flange it is dual
There are the concrete enlarged footing, the concrete in pipe, the triple waterproofs of the ring flange of tube top of ttom of pipe in waterproof, inner side, and waterproof is imitated after closure
Fruit is safe and reliable.
5th, the utility model is handled in dewatering device position using bed course thickening, to ensure that bed course has enough intensity, is had
Effect prevents bed course top construction (waterproof, protective layer, reinforcing bar colligation etc.) period, and bed course situations such as infiltration, cracking occurs, had
Effect ensure that construction quality.
6th, the utility model effectively maintains ground by rubble filter layer, water seepage hole, water inlet filter triple filter
Under soil stabilization, avoid because there is situations such as hole under bottom plate caused by silt is largely lost in, be effectively guaranteed construction matter
Amount.
7th, the utility model passes through multi-filtering due to underground water, and the impurity such as silt has obtained sufficient filtering in water, has
The risk for reducing pumping conduit blocking of effect and the service life for extending water pumper.Meanwhile the underground water of extraction can be used for
Construction water recycles, and has saved a large amount of construction costs from many aspects.
Brief description of the drawings
Specific embodiment of the present utility model is described in further detail below in conjunction with the accompanying drawings, wherein：
Fig. 1 is a kind of one of use state figure of high artesian section construction Yield rainfall relation device of the utility model；
Fig. 2 is the two of a kind of use state figure of high artesian section construction Yield rainfall relation device of the utility model；
Fig. 3 is a kind of decomposition installation of steel sleeve (3) part of high artesian section construction Yield rainfall relation device of the utility model
Structural representation；
Knot after a kind of installation of steel sleeve (3) part of high artesian section construction Yield rainfall relation device of Fig. 4 the utility model
Structure schematic diagram；
Fig. 5 is a kind of knot of water inlet filter (231) part of high artesian section construction Yield rainfall relation device of utility model
Structure schematic diagram；
Wherein, label in figure：1-dewatering well, 2-water plug, 21-water pumper, 22-drainpipe, 23-drinking-water pipe,
231-water inlet filter, 2311-through hole, 3-steel sleeve, 4-ring flange, 41-ring flange through hole, 5-flange gasket,
51-flange gasket through hole, 6-ring flange plugging plate, 61-ring flange plugging plate through hole, 7-seal ring, 8-bed course, 9-rubble
Filter layer, 10-draw water between, 11-original soil, 12-concrete floor.
Embodiment
In order that technological means, creation characteristic, reached purpose and effect that the utility model is realized are easy to understand, under
Make further detailed description to the technical solution of the utility model with reference to accompanying drawing and embodiment in face.
The present apparatus is described in further detail below in conjunction with accompanying drawing, each part in accompanying drawing does not carry out detailed size
Mark and explanation, only to purpose that is convenient, lucidly aiding in illustrating the utility model embodiment, specific each part dimension, rule
Lattice, model can be adjusted according to job site truth.
As shown in Figures 1 to 5, a kind of high artesian section construction Yield rainfall relation device, a kind of high artesian section construction drop row
Water installations mainly include being arranged at the water plug 2 outside dewatering well 1 and the steel sleeve 3 being arranged inside dewatering well, wherein,
Water plug 2 is made up of water pumper 21 and the drainpipe being arranged on water pumper 21 22 and drinking-water pipe 23, and drinking-water pipe 23 is stretched
Enter to the bottom of steel sleeve 3, and the water inlet filter 231 of conjoined structure, drainpipe are additionally provided with the entrance point of drinking-water pipe 23
22 are arranged on above the well head of dewatering well 1；At the top of steel sleeve 3, extension is provided with the ring flange 4 of conjoined structure, close to steel bushing
Annular welds are connected to the circular seal ring 7 of conjoined structure on the pipe shaft of the upper end of pipe 3, and circular seal ring 7 is installed on bed course 8
Middle part.
Further, the flange gasket 5 and ring flange plugging plate that kissing is matched somebody with somebody therewith are sequentially movably equipped with the top of ring flange 4
6, ring flange plugging plate 6 and flange gasket 5 are connected as a single entity by bolt and the Joint of ring flange 4.
Further, flange gasket 5 is circular ring, and annular offers several on the flange gasket 5 of the circular ring
Flange gasket through hole 51, laying is isodistantly spaced between adjacent flange gasket through hole 51.
Further, ring flange plugging plate 6 is circular ring, ring on the ring flange plugging plate 6 of the circular ring
Shape offers several ring flange plugging plate through holes 61, and laying is isodistantly spaced between adjacent ring flange plugging plate through hole 61.
Specifically, the quantity of ring flange plugging plate through hole 61 and the quantity phase of ring flange through hole 41 and flange gasket through hole 51
Together, and between relative through hole and through hole it is mutually symmetrical, and is correspondingly bolted through bolt.
Further, water pumper 21 is centrifugal pump type water pumper；Drainpipe 22 and drinking-water pipe 23 be iron pipe, PPR pipe or
It is plastic tube；Steel sleeve 3 is made up of the tube material of circle；Ring flange 4 is circular ring, the flange of the circular ring
Annular offers several ring flange through holes 41 on disk 4, and laying is isodistantly spaced between adjacent ring flange through hole 41.
Further, ring flange 4 and flange gasket 5 and ring flange plugging plate 6 are added using the steel plate materialses of stainless steel
Work is made.
Further, the width of the seal ring wing of seal ring 7 is 5cm~15cm, and thickness is not less than 1.5mm~1cm, sealing
Ring 7 is made up of steel plate materialses；The thickness of bed course 8 is 20cm~50cm.
Further, the overall cylindrical structure of water inlet filter 231, the water inlet filter 231 of cylinder-like structure
Surrounding be uniformly provided with the consistent through hole 2311 of several shape sizes, the aperture of each through hole 2311 is 1mm~3mm, to prevent
Only impurity enters drinking-water pipe 23.
In the utility model, drainpipe 22 and drinking-water pipe 23 are connected with the delivery port and water inlet of water pumper respectively, are entered
Mouth of a river filter 231 is connected with the end of drinking-water pipe 23, wherein, water pumper 21 is centrifugal pump type water pumper, drainpipe 22 and is drawn water
Pipe 23 and the material of water inlet filter 231 are determined according to job site situation, can be iron pipe, PPR pipe, plastic tube
Deng.Steel sleeve 3, ring flange 4, seal ring 7 are steel, and the bottom of ring flange 4 is connected with the top of steel sleeve 3 by welding, treated
When steel sleeve 3 is blocked, flange gasket 5 is added between ring flange 4 and ring flange plugging plate 6, blending bolt tightens together,
The closure of steel sleeve 3 is completed, seal ring 7 is connected by welding with steel sleeve 3, is installed on the medium position of bed course 8, material is steel
Matter, the wing ring width of seal ring 7 must not be less than 5cm, and thickness must not be less than 1.5mm.
Drainpipe 22 should match with the specifications and models of water pumper 21, be connected with the delivery port of water pumper 21, for underground water
Discharge, material is determined according to job site situation, can be iron pipe, PPR pipe, plastic tube etc.；Water pumper 21 is centrifugation
Pump type water pumper, The concrete specification model are determined according to job site underground water hydraulic pressure, water.
Drinking-water pipe 23 should match with the specifications and models of water pumper 21, be connected with the water inlet of water pumper 21, for underground water
Discharge, tube head set water inlet filter 231, to ensure the normal operation of pumping equipment, material is according to job site feelings
Condition is determined, and can be iron pipe, PPR pipe, plastic tube etc.；The internal diameter of ring flange is identical with steel sleeve 3, and material is cast steel.
The utility model additionally provides a kind of construction method of high artesian section construction Yield rainfall relation device, such as Fig. 1 to Fig. 5 institutes
Show, a kind of construction method of high artesian section construction Yield rainfall relation device mainly includes the following steps that：
Step 1：In the larger position excavation and precipitation well 1 of underground bearing water, the size of dewatering well 1 is hole bottom 1.5m*1.5m,
1：1 slope is excavated, depth 1.5m；
Step 2：The 10 bottom elevation location between drawing water of rubble filter layer 9 is inserted in dewatering well 1, is built by laying bricks or stones using brick setting
10 between drawing water, while it is configured water seepage hole and filling；
Step 3：The making and installation of steel sleeve 3 are carried out, while carries out inserting for rubble filter layer 9 in dewatering well 1, is filled out
To 100mm positions under the bottom absolute altitude of bed course 8；
Step 4：The installation of water plug 2 and Yield rainfall relation, water is down to position below the bottom absolute altitude of bed course 8 and carries out bed course 8 again
Construction；
Step 5：Carry out the construction and sole plate reinforcing bar colligation of the waterproof layer of bed course 8 etc.；
Step 6：Water plug 2 is withdrawn from, carries out the closure of steel sleeve 3 and pouring for underplate concrete.
Further, in step 1, the arrangement spacing of dewatering well 1, size, gradient etc. are according to job site Groundwater
Pressure, water are determined；
Further, in step 2 and step 3, dewatering well 1 cheat the interior embedded thickness degree of rubble filter layer 9, particle diameter,
Depending on thickness ratio compactness, setting of water seepage hole etc. are according to live hydraulic pressure, soil property situation, it should be ensured that underground water can penetrate into
10 between drawing water, while it is ensured that catch pit periphery silt not with Groundwater infiltration draw water between 10.
Further, in step 4, first underground water must be down to below the bottom absolute altitude of bed course 8 before bed course 8 is constructed, with true
Bed course 8 should fully be vibrated using vibrating head when protecting the concrete match ratio of bed course 8 when pouring quality, while pouring bed course 8,
Seal ring 7 is it is ensured that in the medium position of bed course 8；The model of water pumper 21 and the model of steel sleeve 3 according to job site underground water hydraulic pressure,
Water is determined, and ensures that drinking-water pipe 23 is smaller at least 3cm than the internal diameter of steel sleeve 3.
Further, in step 5, the specific top job execution basis of time job site actual conditions of bed course 8 and
It is fixed, but must assure that underground water below the bottom absolute altitude of bed course 8 during this period；
Further, in step 6, when underplate concrete pours, should first carry out underground water drop drain into draw water between 10
Put, pouring for the concrete of steel sleeve 3 is carried out when withdrawing from time carry out water plug 2, vibration should be used during concreting
Rod is fully vibrated to concrete, after the completion of in time carry out ring flange 4 closing.
Further, rubble filter layer 9 is made up of rubble not of uniform size, to accelerate to seep water and to prevent periphery silt
It is lost in；The excavation size of original soil 11, gradient etc. are determined according to job site underground water hydraulic pressure, water, should after the completion of excavation
The embedded of rubble filter layer 9 is carried out immediately, to prevent periphery silt loss；It is described draw water between 10 surroundings be 240 × 115 × 53 to exempt from
Bake bricks and build 24 walls by laying bricks or stones, surrounding reserves a large amount of 12cm × 12cm water seepage holes when building by laying bricks or stones, and hanging hole is followed closely respectively in water seepage hole outer wall, inwall
Footpath is 5mm steel wire, and inside filling river sand, a large amount of rubble filter layers 9 are filled in 10 outsides between drawing water.
In above-mentioned implementation steps, in construction, Ruo Liu sets the position of dewatering well 1 and treats whole construction of bottom plates concrete floor
After the completion of closed, then staying the seam position steel plate for sealing water should be installed, the staying of steel plate for sealing water sets installation method and done with post-cast strip
Method, set if need not individually stay, poured simultaneously with periphery concrete floor 12.
For bed course 8 in construction, position carries out thickening processing above dewatering well 1, and thickness should be controlled in 20cm~50cm
Between, situations such as to prevent the reasons such as dewatering well 1 loosens, hydraulic pressure is larger from causing bed course 8 to ftracture, loosen, concrete strength must not
Less than C15.
Seal ring 7 and ring flange 4 are welded with steel sleeve 3, is attached by welding；Adopted when blocking dewatering well 1
Poured into the micro- swollen P6 concrete of rapid hardening microlith out of steel sleeve 3, with vibrating head vibration compacting, concrete must assure that steel sleeve
3 fill；The closing for carrying out ring flange 4 is bolted after the completion of pouring, multiple waterproof is carried out to steel sleeve 3.
Seal ring 7 is connected by welding with steel sleeve 3, is installed on the medium position of bed course 8, material is steel, seal ring 7
For the width of the ring wing in 5cm~15 centimetre, thickness is not less than 1.5mm~1cm, and rubble filter layer 9 is formed for rubble not of uniform size, with
Just accelerate infiltration and prevent periphery silt loss.
Original soil 11 excavates size, gradient etc. and is determined according to job site underground water hydraulic pressure, water, should after the completion of excavation
The embedded of rubble is carried out immediately, to prevent periphery silt loss.
10 surroundings are 240 × 115 × 53 unburned walls of brick masonry 24 between drawing water, when building by laying bricks or stones surrounding reserve a large amount of 12cm ×
12cm water seepage holes, the steel wire that hanging hole footpath is 5mm is followed closely respectively in water seepage hole outer wall, inwall, river sand is filled inside water seepage hole, draws water
Between 10 outsides fill a large amount of rubbles, isolated the silt of soil layer by rubble filter layer 9, the steel wire and river sand at water seepage hole enter
Row secondary filter, the effective silt filtered in a water that draws water, reduces the dewatering well surrounding soil erosion caused by precipitation, causes
Water pumper blocks, situations such as hole occurs in basement bottom board.
The example only implemented above with regard to the utility model is described, but is not to be construed as limiting the scope of the invention.
The utility model is not only limited to above example, and the utility model is applied to high artesian section construction Yield rainfall relation, is also suitable simultaneously
In the Yield rainfall relation of general underground water, its concrete structure allows to change, and those skilled in the art can make according to the utility model
Go out various changes and deformation, without departing from spirit of the present utility model, the appended claims for the utility model institute all should be belonged to
The scope of definition.
Finally it should also be noted that, having made specifically to specific embodiment of the present utility model above in conjunction with accompanying drawing
Bright, the explanation of above operation principle is only intended to help and understands core concept of the present utility model, it is noted that for this technology
For the those of ordinary skill in field, on the premise of the utility model principle is not departed from, the utility model can also be carried out
Improve and modify, these are improved and modification is also fallen within the protection domain of the utility model claims, while above-mentioned implementation
Mode is only as preferred embodiment of the utility model, one skilled in the relevant art's possessed knowledge
It is interior, many variations can also be made to it.
Claims (9)
- The Yield rainfall relation device 1. a kind of high artesian section is constructed, it is characterised in that：It is main to include being arranged at taking out for dewatering well (1) outside Water installations (2) and the steel sleeve (3) being arranged inside dewatering well, wherein, water plug (2) is by water pumper (21) and set The drainpipe (22) and drinking-water pipe (23) being placed on water pumper (21) are formed, and the drinking-water pipe (23) extend into steel sleeve (3) bottom Portion, and the water inlet filter (231) of conjoined structure is additionally provided with the entrance point of drinking-water pipe (23), the drainpipe (22) sets Put above the well head of dewatering well (1)；At the top of steel sleeve (3), extension is provided with the ring flange (4) of conjoined structure, close to steel Annular welds are connected to the circular seal ring (7) of conjoined structure, circular seal ring (7) peace on the pipe shaft of sleeve pipe (3) upper end Middle part loaded on bed course (8).
- A kind of 2. high artesian section construction Yield rainfall relation device according to claim 1, it is characterised in that：In ring flange (4) Top be sequentially movably equipped with the flange gasket (5) and ring flange plugging plate (6) that kissing is matched somebody with somebody therewith, ring flange plugging plate (6) and method Orchid pad (5) is connected as a single entity by bolt and ring flange (4) Joint.
- A kind of 3. high artesian section construction Yield rainfall relation device according to claim 2, it is characterised in that：The flange gasket (5) it is circular ring, annular offers several flange gasket through holes (51) on the flange gasket (5) of the circular ring, adjacent Flange gasket through hole is isodistantly spaced laying between (51).
- A kind of 4. high artesian section construction Yield rainfall relation device according to claim 2, it is characterised in that：The flange disk seal Closure plate (6) is circular ring, and annular offers several ring flange plugging plates on the ring flange plugging plate (6) of the circular ring Through hole (61), laying is isodistantly spaced between adjacent ring flange plugging plate through hole (61).
- A kind of 5. high artesian section construction Yield rainfall relation device according to claim 4, it is characterised in that：The flange disk seal The quantity of closure plate through hole (61) is identical and relative with the quantity of the ring flange through hole (41) and the flange gasket through hole (51) It is mutually symmetrical between through hole and through hole, and is correspondingly bolted through bolt.
- A kind of 6. high artesian section construction Yield rainfall relation device according to claim 1, it is characterised in that：The water pumper (21) it is centrifugal pump type water pumper；The drainpipe (22) and the drinking-water pipe (23) are iron pipe, PPR pipe either plastic tube； The steel sleeve (3) is made up of the tube material of circle；The ring flange (4) is circular ring, the circular ring Annular offers several ring flange through holes (41) on ring flange (4), and laying is isodistantly spaced between adjacent ring flange through hole (41).
- A kind of 7. high artesian section construction Yield rainfall relation device according to claim 1, it is characterised in that：The ring flange (4) and flange gasket (5) and ring flange plugging plate (6) are processed into using the steel plate materialses of stainless steel.
- A kind of 8. high artesian section construction Yield rainfall relation device according to claim 1, it is characterised in that：The seal ring (7) width of the seal ring wing is 5cm~15cm, and thickness is not less than 1.5mm~1cm, and seal ring (7) is by steel plate materialses system Into；The thickness of the bed course (8) is 20cm~50cm.
- A kind of 9. high artesian section construction Yield rainfall relation device according to claim 1, it is characterised in that：The water inlet is made a slip of the tongue The overall cylindrical structure of filter (231), the surrounding of the water inlet filter (231) of cylinder-like structure are uniformly provided with several shapes The consistent through hole of size (2311), the aperture of each through hole (2311) is 1mm~3mm, to prevent impurity from entering drinking-water pipe (23)。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720678478.9U CN206829163U (en) | 2017-06-12 | 2017-06-12 | A kind of high artesian section construction Yield rainfall relation device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720678478.9U CN206829163U (en) | 2017-06-12 | 2017-06-12 | A kind of high artesian section construction Yield rainfall relation device |
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| Publication Number | Publication Date |
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| CN206829163U true CN206829163U (en) | 2018-01-02 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201720678478.9U Expired - Fee Related CN206829163U (en) | 2017-06-12 | 2017-06-12 | A kind of high artesian section construction Yield rainfall relation device |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110424431A (en) * | 2019-07-29 | 2019-11-08 | 江苏省地质矿产局第三地质大队 | Drainage type confined water pumping pipe well plugging device and construction method |
| CN110552362A (en) * | 2019-09-16 | 2019-12-10 | 中铁十二局集团有限公司 | Foundation pit dewatering construction method of mixed well and light well in confined water stratum |
| CN111188329A (en) * | 2020-02-19 | 2020-05-22 | 山东三箭建设工程股份有限公司 | Underground engineering center part water level monitoring, drainage, pressure relief and anti-floating device and installation and plugging method |
| CN112179569A (en) * | 2020-09-18 | 2021-01-05 | 中国水利水电第五工程局有限公司 | Water supply steel pipe hydrostatic test inner plugging head and plugging method thereof |
-
2017
- 2017-06-12 CN CN201720678478.9U patent/CN206829163U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110424431A (en) * | 2019-07-29 | 2019-11-08 | 江苏省地质矿产局第三地质大队 | Drainage type confined water pumping pipe well plugging device and construction method |
| CN110552362A (en) * | 2019-09-16 | 2019-12-10 | 中铁十二局集团有限公司 | Foundation pit dewatering construction method of mixed well and light well in confined water stratum |
| CN111188329A (en) * | 2020-02-19 | 2020-05-22 | 山东三箭建设工程股份有限公司 | Underground engineering center part water level monitoring, drainage, pressure relief and anti-floating device and installation and plugging method |
| CN112179569A (en) * | 2020-09-18 | 2021-01-05 | 中国水利水电第五工程局有限公司 | Water supply steel pipe hydrostatic test inner plugging head and plugging method thereof |
| CN112179569B (en) * | 2020-09-18 | 2021-06-15 | 中国水利水电第五工程局有限公司 | Water supply steel pipe hydrostatic test inner plugging head and plugging method thereof |
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