CN105863040A - Attached rainwater pump house structure - Google Patents
Attached rainwater pump house structure Download PDFInfo
- Publication number
- CN105863040A CN105863040A CN201610239815.4A CN201610239815A CN105863040A CN 105863040 A CN105863040 A CN 105863040A CN 201610239815 A CN201610239815 A CN 201610239815A CN 105863040 A CN105863040 A CN 105863040A
- Authority
- CN
- China
- Prior art keywords
- pump house
- hole
- pump
- collecting
- tank
- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/22—Adaptations of pumping plants for lifting sewage
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)
- Sewage (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The invention discloses an attached rainwater pump house structure which comprises a water collecting basin, a plurality of reserved pipeline holes and lifting holes. The water collecting basin is arranged at the bottom of a pump house, the reserved pipeline holes and the lifting holes are longitudinally formed in positions along the pump house side by side, and an external wall of the water collecting basin is arranged below a bottom plate of a vehicle lane hole; the pump house is separated from the vehicle lane hole by a middle partition wall; the middle partition wall extends to bottom plates of the water collecting basin from top plates of the pump house, and water holes and man holes are formed in the lower portion of a wall body of the middle partition wall; the pump house is separated from the water collecting basin by a pump house middle plate, a transverse beam is arranged below the pump house middle plate, and longitudinal beams are respectively arranged at two ends of the transverse beam; at least three transverse ditches with gradient are arranged on the bottom plate of the vehicle lane hole at intervals. The attached rainwater pump house structure has the advantages that the transverse occupied land width of the rainwater pump house can be reduced, accordingly, spaces required when underground pipelines are about to be relocated can be greatly increased, and the total engineering investment can be saved.
Description
Technical field
The present invention relates to a kind of attached build formula rain pump room structure.
Background technology
Open trench tunnel generally arranges rain pump room at.The Main Function of rain pump room be will to be collected by tunnel and
The hydrops come discharges tunnel.The physical dimension of pump house is by the number of units of immersible pump, lifting working place and collecting-tank
Catchment area jointly determine.
As it is shown in figure 1, the partition wall between pump house 300 ' and driveway hole 100 ' is provided with door opening, diving
The equipment such as pump all transport to pump house at this.Then by the longitudinal rail in pump house, immersible pump is transported
Install in place to collecting-tank 200 ' to the pumping holes position of middle plate transferring.Additionally, the lifting of each immersible pump
Need on limit, hole to arrange a preserved pipeline hole 1 '.
Tradition rain pump room structure preserved pipeline hole 1 ' and hole for hoist 2 ' laterally side by side (as shown in Figure 1),
Cause collecting-tank above horizontal space demand to strengthen, and then it is bigger to make laterally to take up an area width at rain pump room.
Building open trench tunnel under urban road, often there are more underground utilities in road both sides.Locally rainwater pump
Laterally take up an area width at room to determine changing of underground utilities and move space.
Therefore, it is relatively big that this tradition rain pump room structure the most laterally takes up an area width, reduces changing of pipeline
Move space, add the difficulty of relocation of services, in some instances it may even be possible to hinder the enforcement of engineering.
Summary of the invention
Because the drawbacks described above of prior art, the present invention provides a kind of and is ensureing that rain pump room uses function
Under premise, reduce rain pump room to greatest extent and laterally take up an area space, increase pipeline and change that to move required underground empty
Between attached build formula rain pump room structure, comprising: be located at the collecting-tank bottom pump house, along pump house the most side by side
The some preserved pipeline holes laid and hole for hoist, the exterior wall of described collecting-tank is located at driveway hole base plate with bottom
Put (exterior wall of collecting-tank concurrently forms pump house exterior wall)；
Separated by mid-board between described pump house and driveway hole；Septum wall extends at pump house top board
To the base plate of collecting-tank, the body of wall bottom of septum wall arranges water hole and manhole (makes water body in collecting-tank
Connection, and ensure the turnover of personnel during foreign material cleaning in collecting-tank；Preferably, water hole, manhole and immersible pump
Position corresponding；
Separated by plate in pump house between described pump house and collecting-tank, plate horizontal stroke arranged below in described pump house
Beam, the two ends of described crossbeam are respectively provided with longeron and (make the soil lateral pressure Transmit evenly of pump house external wall
To driveway hole base plate).
At least three stage properties acclive water conservancy diversion groove (such as 1% it is interval with on the base plate of described driveway hole
The transversal ditch of the gradient, to direct water flow towards collecting-tank direction.
In certain embodiments, described pump house partition wall sets door opening at two (to facilitate the transport of immersible pump).
In certain embodiments, in the termination of described water conservancy diversion groove, near collecting-tank be provided above some fall
Water hole.
In certain embodiments, the two ends of described crossbeam are connected with pump house external wall and driveway hole base plate respectively
Connect.So, the soil lateral pressure of pump house external wall can be made to be transferred uniformly into driveway hole base plate.
In certain embodiments, the top of described pump house is additionally provided with pressure well.It is, of course, also possible to be provided with other
Affiliated facility.
On the basis of meeting common sense in the field, above-mentioned each optimum condition, can combination in any, obtain the present invention
Each preferred embodiment.
Beneficial effects of the present invention:
1. use and The present invention reduces rain pump room and laterally take up an area width (empirical tests, the rain pump room of the present invention
Structure can be saved and laterally be taken up an area width 2.0m), substantially improve the space needed for underground utilities resettlement.
2. simultaneously, the structure of the present invention also reduces the difficulty of relocation of services, accelerates the smooth enforcement of engineering.
3. turn over the area of row's difficulty at pipeline, resettlement amount can be greatly reduced, save total investment of engineering, bring bright
Aobvious economic benefit.
4., due to the smooth enforcement of relocation of services, shorten the time to move of pipeline, and then produce bigger society
Benefit.
Below with reference to accompanying drawing, the technique effect of design, concrete structure and the generation of the present invention is made furtherly
Bright, to be fully understood from the purpose of the present invention, feature and effect.
Accompanying drawing explanation
Fig. 1 is existing rain pump room structure chart.
Fig. 2 be the present invention pump house in the plane structure chart of plate.
Fig. 3 be in Fig. 2 A-A to schematic diagram.
Fig. 4 be in Fig. 2 B-B to schematic diagram.
Description of reference numerals:
Prior art:
Preserved pipeline hole 1 '；Hole for hoist 2 '；Driveway hole 100 '；Collecting-tank 200 '；Pump house 300 '
The present invention:
Preserved pipeline hole 1；Hole for hoist 2；Collecting-tank exterior wall 3；Driveway base plate 4；Mid-board 5；Water hole
6；Manhole 7；Plate 8 in pump house；Crossbeam 9；Longeron 10；Driveway hole side wall 11；Transversal ditch 12；Door
Hole 13；Driveway hole 100；Collecting-tank 200；Pump house 300；Pressure well 400
Detailed description of the invention
Enumerate preferred embodiment below, and combine accompanying drawing and become apparent from intactly illustrating the present invention.
Embodiment
It is an object of the invention to be achieved through the following technical solutions: as shown in Figure 2 to 4, the present embodiment
The attached formula rain pump room structure of building provided includes: be located at the collecting-tank 200 bottom pump house 300, indulges along pump house
To the some preserved pipeline holes 1 laid side by side and hole for hoist 2, garage is located at by the exterior wall of described collecting-tank 200
Base plate less than 4 position, hole, road (concurrently forming pump house exterior wall)；Mid-board 5 downwardly extends at pump house top board
Until the base plate of collecting-tank.Mid-board body of wall bottom arranges water hole 6 and manhole 7 so that water body in collecting-tank
UNICOM, and ensure the turnover of personnel during foreign material cleaning in collecting-tank.Water hole 6 (manhole 7) and immersible pump
Position is corresponding.
Preserved pipeline hole 1 is laid side by side in longitudinal by the present invention with hole for hoist 2, can increase the vertical of pump room structure
To length, laterally take up an area width reducing pump house.
For keeping collecting-tank to use width constant, collecting-tank exterior wall 3 is arranged at driveway hole base plate less than 4.
It addition, in pump house, plate 8 is arranged below crossbeam 9, the two ends of crossbeam 9 (connect pump i.e.: respectively
Room external wall 14 and driveway hole base plate 4) it is provided with longeron 10 so that the lateral soil pressure of pump house external wall
Power is transferred uniformly into driveway hole base plate 4.
Due to the fact that and decrease pump house horizontal span, mid-board, collecting-tank base plate thickness all can be made the most excellent
Change.
Further, set door opening at two at pump house partition wall, to facilitate the transport of immersible pump.
As shown in Figure 2 to 4, base plate 4 Shang She tri-road, driveway hole water conservancy diversion groove, the most transversal ditch 12,
Transversal ditch 12 is provided with the gradient of 1%, directs water flow towards collecting-tank 200 direction.
It addition, in the termination of transversal ditch 12, be provided above water falling hole near collecting-tank 200 so that rainwater
It is collected in collecting-tank.
Empirical tests, the rain pump room structure of the present invention can be saved and laterally take up an area width 2.0m, be substantially improved ground
Underground pipelines removal space.
The implementation process of the present invention is:
1. pour plate less than 8 pump house external wall and partition wall, driveway pore structure in the base plate of collecting-tank, pump house
Base plate (also known as: driveway hole base plate 4)；Casting process notes reserving hole.
2. pour plate 8 and crossbeam 9 in driveway hole side wall 11, driveway hole partition wall, mid-board 5, pump house,
Longeron 10.Casting process notes reserving hole.
3. pour driveway hole 100 and pump house top board.Casting process notes reserving hole.
The most finally pour pump house 300 pressure above well 400 affiliated facility such as grade.
The invention have the advantages that
1. decrease rain pump room and laterally take up an area width, substantially improve the space needed for underground utilities resettlement.
2. decrease the difficulty of relocation of services, accelerate the smooth enforcement of engineering.
3. turn over the area of row's difficulty at pipeline, resettlement amount can be greatly reduced, save total investment of engineering.
4. the smooth enforcement of relocation of services, shortens the time to move of pipeline, will produce bigger social benefit.
Each preferred embodiment of the present invention described in detail above.Should be appreciated that the common skill of this area
Art personnel just can make many modifications and variations according to the design of the present invention without creative work.Therefore,
All technical staff in the art the most on the basis of existing technology by logical analysis,
Reasoning or the available technical scheme of limited experiment, all should be in the protection being defined in the patent claims
In the range of.
Claims (5)
1. attached building a formula rain pump room structure, it is attached is built in side, driveway hole, it is characterised in that its
Including: it is located at the collecting-tank bottom pump house, the some preserved pipeline holes longitudinally laid side by side along pump house and lifting
Hole, below driveway hole base plate position is located at by the exterior wall of described collecting-tank；
Separated by mid-board between described pump house and driveway hole；Septum wall extends at pump house top board
To the base plate of collecting-tank, the body of wall bottom of septum wall arranges water hole and manhole；
Separated by plate in pump house between described pump house and collecting-tank, plate horizontal stroke arranged below in described pump house
Beam, the two ends of described crossbeam are respectively provided with longeron；And
At least three stage properties acclive water conservancy diversion groove it is interval with on the base plate of described driveway hole.
The most attached build formula rain pump room structure, it is characterised in that described pump house every
Wall sets door opening at two.
The most attached build formula rain pump room structure, it is characterised in that at described water conservancy diversion
The termination of groove, it is provided above some water falling holes near collecting-tank.
The most attached build formula rain pump room structure, it is characterised in that described crossbeam
Two ends are connected with side wall and driveway hole base plate respectively.
5. attached as described in any one in Claims 1 to 4 builds formula rain pump room structure, it is characterised in that
The top of described pump house is additionally provided with pressure well.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610239815.4A CN105863040B (en) | 2016-04-18 | 2016-04-18 | It is attached to build formula rain pump room structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610239815.4A CN105863040B (en) | 2016-04-18 | 2016-04-18 | It is attached to build formula rain pump room structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105863040A true CN105863040A (en) | 2016-08-17 |
| CN105863040B CN105863040B (en) | 2018-03-06 |
Family
ID=56633064
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610239815.4A Active CN105863040B (en) | 2016-04-18 | 2016-04-18 | It is attached to build formula rain pump room structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105863040B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110173019A (en) * | 2019-06-25 | 2019-08-27 | 北京市市政工程设计研究总院有限公司 | It is a kind of to overlap inlet water lifting pumps room of forming a team |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101285397A (en) * | 2008-05-29 | 2008-10-15 | 中交第二公路勘察设计研究院有限公司 | Submarine tunnel transverse water collecting tank |
| JP2015014088A (en) * | 2013-07-03 | 2015-01-22 | 株式会社荏原製作所 | Underground drainage pump facility |
| CN204690934U (en) * | 2015-06-08 | 2015-10-07 | 上海市城市建设设计研究总院 | Pump house discharge pressure well |
| CN205530651U (en) * | 2016-04-18 | 2016-08-31 | 上海市城市建设设计研究总院 | Attaches formula of building rainwater pump house structure |
-
2016
- 2016-04-18 CN CN201610239815.4A patent/CN105863040B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101285397A (en) * | 2008-05-29 | 2008-10-15 | 中交第二公路勘察设计研究院有限公司 | Submarine tunnel transverse water collecting tank |
| JP2015014088A (en) * | 2013-07-03 | 2015-01-22 | 株式会社荏原製作所 | Underground drainage pump facility |
| CN204690934U (en) * | 2015-06-08 | 2015-10-07 | 上海市城市建设设计研究总院 | Pump house discharge pressure well |
| CN205530651U (en) * | 2016-04-18 | 2016-08-31 | 上海市城市建设设计研究总院 | Attaches formula of building rainwater pump house structure |
Non-Patent Citations (1)
| Title |
|---|
| 史义雄: "高速铁路越江隧道洞口雨水泵房设计探讨", 《铁道标准设计》 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110173019A (en) * | 2019-06-25 | 2019-08-27 | 北京市市政工程设计研究总院有限公司 | It is a kind of to overlap inlet water lifting pumps room of forming a team |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105863040B (en) | 2018-03-06 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information |
Address after: 200011 Tibet South Road, Shanghai, No. 1170, No. Applicant after: Shanghai urban construction design & Research Institute (Group) Co., Ltd. Address before: 200011 Tibet South Road, Shanghai, No. 1170, No. Applicant before: Shanghai Urban Construction Design & Research Institute |
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| CB02 | Change of applicant information | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |