CN107806131A - The design method and slide rail type pump house of a kind of pump house - Google Patents
The design method and slide rail type pump house of a kind of pump house Download PDFInfo
- Publication number
- CN107806131A CN107806131A CN201710943274.8A CN201710943274A CN107806131A CN 107806131 A CN107806131 A CN 107806131A CN 201710943274 A CN201710943274 A CN 201710943274A CN 107806131 A CN107806131 A CN 107806131A
- Authority
- CN
- China
- Prior art keywords
- pump house
- pumping plant
- extra heavy
- pipe
- tubule
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000000034 method Methods 0.000 title claims abstract description 8
- 238000005086 pumping Methods 0.000 claims abstract description 65
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 43
- 210000005239 tubule Anatomy 0.000 claims abstract description 35
- 239000011435 rock Substances 0.000 claims abstract description 17
- 238000007667 floating Methods 0.000 claims abstract description 15
- 238000009412 basement excavation Methods 0.000 claims abstract description 3
- 239000004744 fabric Substances 0.000 claims description 3
- 238000012423 maintenance Methods 0.000 abstract description 4
- 238000005265 energy consumption Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000008676 import Effects 0.000 description 1
- 239000010813 municipal solid waste Substances 0.000 description 1
- 230000035945 sensitivity Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B5/00—Use of pumping plants or installations; Layouts thereof
Landscapes
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Jet Pumps And Other Pumps (AREA)
Abstract
The invention discloses a kind of design method of pump house and slide rail type pump house, is to arrange several floating drums in pump house bottom, makes it as the water surface changes and floats;Pump house arrangement is in the deep trouth that bank Excavation of Rock Slope goes out;Some tracks are arranged around deep trouth, pump house surrounding is disposed with pulley, pulley falls in orbit, when reservoir water level changes, for pump house with water level float and along above and below track, ensureing that water inlet pipe can get water at any time, outlet pipe is close to deep trouth palisades, the unit pipeline section being combined together to form for two sections of pipes of extra heavy pipe and tubule is formed by connecting, and wherein extra heavy pipe sets spacing ring at certain position;The tubule part of upper unit pipeline section can slide up and down in extra heavy pipe, no longer be slided at spacing ring, ensure not falling off between unit pipeline section.The present invention overcome in existing portable pump house floating pumping station apart from plant area farther out, supply line head, have inconvenient traffic, the problems such as operation and maintenance cost of ship is higher.
Description
Technical field
The present invention relates to hydro-structure technical field, more particularly to a kind of design method of pump house and slide rail type pump house.
Background technology
Portable pump house is divided into floating vessel type and cable car type two types, floating pumping station distance according to the difference of move mode
Plant area farther out, supply line head, has inconvenient traffic, and the operation and maintenance cost of ship is higher, less stable and bank anchor pier size compared with
Greatly;The water intaking of cable car type pumping plant is mobile, and frequently time-consuming, and energy consumption is larger.
Therefore, prior art is still not ideal enough.
The content of the invention
It is an object of the invention to provide a kind of design method of pump house and slide rail type pump house, to solve existing movable pump
It is insufficient existing for room.
Technical scheme is as follows:
A kind of design method of pump house, several floating drums are arranged in pump house bottom, make it as the water surface changes and float;Pump
Room is arranged in the deep trouth that bank Excavation of Rock Slope goes out;Some tracks are arranged around deep trouth, pump house surrounding is disposed with pulley,
Pulley falls in orbit, and when reservoir water level changes, pump house ensures water inlet pipe at any time with water level float and along above and below track
Water can be got, outlet pipe is close to deep trouth palisades, is connected for the unit pipeline section that two sections of pipes of extra heavy pipe and tubule are combined together to form
Form, wherein extra heavy pipe sets spacing ring at certain position;The tubule part of upper unit pipeline section can in extra heavy pipe on glide
It is dynamic, no longer slided at spacing ring, ensure not falling off between unit pipeline section.
The slide rail type pump house designed in this way, including Electric Machine at Pumping Station, the side of the pump house are reservoir area rock matter bank slope, storehouse
Palisades is are excavated in the inner side of area's rock matter bank slope, and several pumping plant bottom floating drums are arranged in pump house bottom, and the pumping plant bottom floating drum can
Floated as the water surface changes;The pump house arrangement is excavated in deep trouth on the rock side slope of bank;Deep trouth is excavated on rock side slope
Around arrange the track on some deep trouth palisades, pump house surrounding is disposed with pumping plant surrounding roller, and pumping plant surrounding roller falls
On track on deep trouth palisades, the outlet pipe for being close to palisades pumping plant is close to deep trouth palisades, and the outlet pipe is extra heavy pipe and tubule two
The unit pipeline section that section pipe is combined together to form is formed by connecting.
Pumping plant outlet pipe extra heavy pipe and tubule sliding contact joint spacing ring be set on the extra heavy pipe, upper unit pipeline section it is thin
Tube portion can slide up and down in extra heavy pipe, no longer sliding at pumping plant outlet pipe extra heavy pipe and tubule sliding contact joint spacing ring
It is dynamic.
Extra heavy pipe is fixedly connected with joint with tubule provided with pumping plant outlet pipe extra heavy pipe with the junction of tubule and pumping plant outlet pipe is thick
Pipe and tubule sliding contact joint, pumping plant outlet pipe extra heavy pipe are fixedly connected with joint with tubule as at two, pumping plant outlet pipe extra heavy pipe and
Tubule sliding contact joint is also at two.
The left side connection pumping plant water inlet pipe of the Electric Machine at Pumping Station, right side connect the outlet pipe for being close to palisades pumping plant, wherein, pump
The stand bottom of water inlet pipe is inserted in inside the water of reservoir, is passed through Electric Machine at Pumping Station and is driven water suction.
It is using the beneficial effect of technical scheme:
1. overcome floating pumping station in existing portable pump house apart from plant area farther out, supply line head, have inconvenient traffic, ship
Operation and maintenance cost is higher, less stable and bank anchor pier size is larger and the water intaking of cable car type pumping plant is mobile frequently time-consuming
It is long, the problem of energy consumption is larger;
2. providing slide rail type pump room structure, suitable with floating pumping station with SEA LEVEL VARIATION sensitivity, pumping plant horizontal level is consolidated
Fixed, stability improves, and operation and maintenance cost reduces relative to floating pumping station, can be set by import and lead drift row and trash rack,
Improve water intaking water quality;
3. simultaneously, compared with existing portable pump house, have that stability is high, is quick on the draw, the advantages of duct length is shorter.
Brief description of the drawings
Fig. 1 is floor plan of the present invention;
Fig. 2 is A-A profiles of the present invention.
Scheming acceptance of the bid note is respectively:1- reservoir areas rock matter bank slope, excavates deep trouth on 2- rock side slopes, the rail on 3- deep trouth palisades
Road, 4- pumping plant surrounding rollers, 5- pumping plants bottom floating drum, 6- pumping plant water inlet pipes, 7- Electric Machine at Pumping Station, 8- are close to the water inlet of palisades pumping plant
Pipe, 9- excavate palisades, and 10- pumping plant outlet pipe extra heavy pipes are fixedly connected with joint with tubule, and 11- pumping plant outlet pipe extra heavy pipes slide with tubule
Contact joint, 12- pumping plant outlet pipe extra heavy pipes and tubule sliding contact joint spacing ring, the water of 13- reservoirs.
Embodiment
The invention will be further described with reference to the accompanying drawings and examples, but not as any limitation of the invention.
As shown in Figure 1-2, slide rail type pump house of the invention, including Electric Machine at Pumping Station 7, the side of the pump house is reservoir area rock matter
Bank slope 1, to excavate palisades 9, several pumping plant bottom floating drums 5 are arranged in pump house bottom, can be with dampening for the inner side of reservoir area rock matter bank slope 1
Face changes and floated;The pump house arrangement is excavated in deep trouth 2 on the rock side slope of bank;The week of deep trouth 2 is excavated on rock side slope
Cloth puts the track 3 on some deep trouth palisades, and pump house surrounding is disposed with pumping plant surrounding roller 4, and pumping plant surrounding roller 4 falls in depth
On track 3 on groove palisades.
When reservoir water level changes, pump house can ensure pump with water level float and along the track on deep trouth palisades about 3
Water inlet pipe 6 of standing can get water at any time, and the outlet pipe 8 for being close to palisades pumping plant is close to deep trouth palisades, be two sections of pipes of extra heavy pipe and tubule
The unit pipeline section being combined together to form is formed by connecting, and wherein extra heavy pipe sets pumping plant outlet pipe extra heavy pipe and tubule at certain position
Sliding contact joint spacing ring 12, the tubule part of upper unit pipeline section can slide up and down in extra heavy pipe, to pumping plant outlet pipe
Extra heavy pipe ensures not falling off between unit pipeline section with no longer sliding at tubule sliding contact joint spacing ring 12.
Furthermore extra heavy pipe is fixedly connected with joint 10 with tubule provided with pumping plant outlet pipe extra heavy pipe with the junction of tubule and gone out with pumping plant
Water pipe extra heavy pipe and tubule sliding contact joint 11, it is that pumping plant goes out at two that pumping plant outlet pipe extra heavy pipe, which is fixedly connected with joint 10 with tubule,
Water pipe extra heavy pipe is also at two with tubule sliding contact joint 11;The left side connection pumping plant water inlet pipe 6 of the Electric Machine at Pumping Station 7, right side
The outlet pipe 8 of palisades pumping plant is close in connection, wherein, the bottom of pumping plant water inlet pipe 6 is inserted in inside the water 13 of reservoir, passes through pumping plant electricity
Machine 7 drives water suction.
It is the concrete application example of the present invention above, the present invention also has other embodiments, all to use equivalent substitution
Or the technical scheme that equivalent transformation is formed, all fall within protection domain of the presently claimed invention.
Claims (5)
- A kind of 1. design method of pump house, it is characterised in that:Several floating drums are arranged in pump house bottom, it is changed with the water surface And float;Pump house arrangement is in the deep trouth that bank Excavation of Rock Slope goes out;Some tracks, pump house surrounding cloth are arranged around deep trouth Pulley is equipped with, pulley falls in orbit, and when reservoir water level changes, pump house ensures with water level float and along above and below track Water inlet pipe can get water at any time, and outlet pipe is close to deep trouth palisades, the list being combined together to form for two sections of pipes of extra heavy pipe and tubule First pipeline section is formed by connecting, and wherein extra heavy pipe sets spacing ring at certain position;The tubule part of upper unit pipeline section can be thick Slide up and down in pipe, no longer slided at spacing ring, ensure not falling off between unit pipeline section.
- A kind of 2. slide rail type pump house designed in accordance with the method for claim 1, it is characterised in that:Including Electric Machine at Pumping Station (1), The side of the pump house is reservoir area rock matter bank slope (1), and the inner side of reservoir area rock matter bank slope (1) is to excavate palisades (9), pump house bottom cloth Several pumping plant bottom floating drums (5) are put, the pumping plant bottom floating drum (5) can float as the water surface changes;The pump house arrangement Excavated on the rock side slope of bank in deep trouth (2);Excavate on rock side slope and arranged around deep trouth (2) on some deep trouth palisades Track (3), pump house surrounding is disposed with pumping plant surrounding roller (4), and pumping plant surrounding roller (4) falls the track on deep trouth palisades (3) on, the outlet pipe (8) for being close to palisades pumping plant is close to deep trouth palisades, and the outlet pipe (8) is that two sections of pipes of extra heavy pipe and tubule combine The unit pipeline section formed together is formed by connecting.
- 3. slide rail type pump house according to claim 2, it is characterised in that:On the extra heavy pipe set pumping plant outlet pipe extra heavy pipe with Tubule sliding contact joint spacing ring (12), the tubule part of upper unit pipeline section can slide up and down in extra heavy pipe, to pumping plant Outlet pipe extra heavy pipe no longer slides with tubule sliding contact joint spacing ring (12) place.
- 4. slide rail type pump house according to claim 3, it is characterised in that:The junction of extra heavy pipe and tubule is provided with pumping plant water outlet Pipe extra heavy pipe is fixedly connected with joint (10) and pumping plant outlet pipe extra heavy pipe and tubule sliding contact joint (11), pumping plant outlet pipe with tubule It is at two that extra heavy pipe, which is fixedly connected with joint (10) with tubule, and pumping plant outlet pipe extra heavy pipe is also two with tubule sliding contact joint (11) Place.
- 5. slide rail type pump house according to claim 2, it is characterised in that:The left side connection pumping plant of the Electric Machine at Pumping Station (7) Water inlet pipe (6), right side connect the outlet pipe (8) for being close to palisades pumping plant, wherein, the bottom of pumping plant water inlet pipe (6) inserts in reservoir Water (13) is internal, is driven and absorbed water by Electric Machine at Pumping Station (7).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201710943274.8A CN107806131A (en) | 2017-10-11 | 2017-10-11 | The design method and slide rail type pump house of a kind of pump house |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201710943274.8A CN107806131A (en) | 2017-10-11 | 2017-10-11 | The design method and slide rail type pump house of a kind of pump house |
Publications (1)
Publication Number | Publication Date |
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CN107806131A true CN107806131A (en) | 2018-03-16 |
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CN201710943274.8A Pending CN107806131A (en) | 2017-10-11 | 2017-10-11 | The design method and slide rail type pump house of a kind of pump house |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115539443A (en) * | 2022-09-30 | 2022-12-30 | 浙江江南春建设集团有限公司 | Water pump shell fixing structure and construction method thereof |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3130693A1 (en) * | 1980-11-10 | 1982-06-24 | Veb Kombinat Pumpen Und Verdichter, Ddr 4020 Halle | Floating pump station |
CN106088235A (en) * | 2016-07-05 | 2016-11-09 | 上海诺山工程设计咨询有限公司 | Floating type small pumping station |
CN205804575U (en) * | 2016-06-23 | 2016-12-14 | 鲍永青 | A kind of floating box type movable pump station |
CN207672667U (en) * | 2017-10-11 | 2018-07-31 | 贵州省水利水电勘测设计研究院 | A kind of slide rail type pump house |
-
2017
- 2017-10-11 CN CN201710943274.8A patent/CN107806131A/en active Pending
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3130693A1 (en) * | 1980-11-10 | 1982-06-24 | Veb Kombinat Pumpen Und Verdichter, Ddr 4020 Halle | Floating pump station |
CN205804575U (en) * | 2016-06-23 | 2016-12-14 | 鲍永青 | A kind of floating box type movable pump station |
CN106088235A (en) * | 2016-07-05 | 2016-11-09 | 上海诺山工程设计咨询有限公司 | Floating type small pumping station |
CN207672667U (en) * | 2017-10-11 | 2018-07-31 | 贵州省水利水电勘测设计研究院 | A kind of slide rail type pump house |
Non-Patent Citations (1)
Title |
---|
奚兰美;: "浅谈移动式取水泵站设计与应用" * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115539443A (en) * | 2022-09-30 | 2022-12-30 | 浙江江南春建设集团有限公司 | Water pump shell fixing structure and construction method thereof |
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Application publication date: 20180316 |