CN107119784A - A kind of overboard well of anti-settling piston type - Google Patents
A kind of overboard well of anti-settling piston type Download PDFInfo
- Publication number
- CN107119784A CN107119784A CN201710152362.6A CN201710152362A CN107119784A CN 107119784 A CN107119784 A CN 107119784A CN 201710152362 A CN201710152362 A CN 201710152362A CN 107119784 A CN107119784 A CN 107119784A
- Authority
- CN
- China
- Prior art keywords
- well
- overboard
- overboard well
- aproll
- piston type
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 16
- 239000004567 concrete Substances 0.000 claims abstract description 11
- 238000004062 sedimentation Methods 0.000 claims abstract description 9
- 238000005266 casting Methods 0.000 claims abstract description 4
- 230000008676 import Effects 0.000 claims abstract description 4
- 239000004793 Polystyrene Substances 0.000 claims description 5
- 229920002223 polystyrene Polymers 0.000 claims description 5
- 238000005452 bending Methods 0.000 claims description 4
- 239000003292 glue Substances 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 3
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 239000011150 reinforced concrete Substances 0.000 abstract description 6
- 230000006378 damage Effects 0.000 abstract description 3
- 230000003628 erosive effect Effects 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000003908 quality control method Methods 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 238000005406 washing Methods 0.000 description 2
- 102000000584 Calmodulin Human genes 0.000 description 1
- 108010041952 Calmodulin Proteins 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000013536 elastomeric material Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F2005/0412—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps with means for adjusting their position with respect to the surrounding surface
- E03F2005/0413—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps with means for adjusting their position with respect to the surrounding surface for height adjustment
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
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)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The invention discloses a kind of overboard well of anti-settling piston type, for prefabricated reinforced concrete structure, including bottom plate and located at the side wall of bottom plate surrounding, the lateral wall of the overboard well, which runs through, has one to discharge water in overboard well and import the drainpipe of drainage system, the top of the overboard well is provided with aproll, the aproll is included by the constructure body structure cantilevered plate of inclined downward and the riser for cantilevered plate outer end connecting and extending downwardly laterally, the aproll is armored concrete pouring structure and is molded with the concrete foundation formed by integrally casting of constructure body structure, hole is reserved on the cantilevered plate, and downpipe is passed through in hole, sedimentation preset clearance is provided between the well head of the overboard well and cantilevered plate bottom surface and well head top surface is higher than riser floor height.The present invention can be prevented effectively from destruction of the place sedimentation to overboard well and aproll, it is ensured that its energy normal work, protection basis and underground wall body are not washed away by rain erosion, extension building life.
Description
Technical field
The present invention relates to power infrastructures.
Background technology
Overboard well refers to that one similar to well form set near building aproll etc. facilitates draining, unified draining
Building structure, be mainly used in by water falling pipe uniformly collecting the ponding of roofing after sleety weather in overboard well, in water
The impurity such as silt, which are sunk in well, facilitates desilting to handle, and water is uniformly discharged into drainage system by the drainpipe set in overboard well.Fall
Well is standing to be placed under building aproll.
Aproll refer to building around paving to prevent rainwater infiltration protective layer, often exterior wall surrounding by ground make to
Outer incline it is domatic, so as to by the rainwater of roofing drain at a distance, in order to protect the wall base not by rain erosion.Aproll common used material is
Concrete, cement mortar, cobble, block stone etc., width are generally 600mm~1000mm, and the gradient is generally 3%~5% or so, energy
The excess surface water near skin plinth is drained rapidly, and prevent dripping for eaves from washing away exterior wall surrounding ground
Soil, reduce wall body and the possibility soaked by water of basis, protection wall body and basis, the life-span of building can be extended.
Overboard well plays the role of important, its quality and longevity of the durability to building with aproll in architectural drainage system
Life influence is larger, especially in south of the River area of heavy rainfull.And the main external factor of its durability is influenceed except weather is exactly place
With the uneven subsidence of building, existing common practice is that overboard well pours to set at an entirety, with building plinth with aproll
Seam, is flexibly connected with elastomeric material, and the differential settlement that this way is solved between building and place is issuable
Crack problem, but the hidden danger brought for place differential settlement do not account for it is thorough.
The content of the invention
The technical problems to be solved by the invention are just to provide a kind of overboard well of anti-settling piston type, for overboard well with dissipating
The structure design of water calmodulin binding domain CaM, provides a kind of solution to the harm that overboard well and aproll are brought to place differential settlement and does
Method.
In order to solve the above technical problems, the present invention is adopted the following technical scheme that：A kind of overboard well of anti-settling piston type, is located at
On the outside of constructure body structure, the overboard well is prefabricated reinforced concrete structure, and the overboard well includes bottom plate and the bottom of located at
The side wall of plate surrounding, the lateral wall of the overboard well, which runs through, has one to discharge water in overboard well and import the draining of drainage system
Pipe, the top of the overboard well is provided with aproll, and the aproll includes by constructure body structure that inclined downward is encorbelmented laterally
Plate and the riser for connecting and extending downwardly with cantilevered plate outer end, the aproll are armored concrete pouring structure and and building
Reserved on the concrete foundation formed by integrally casting shaping of agent structure, the cantilevered plate and downpipe, institute are passed through in hole, and hole
State between the well head of overboard well and cantilevered plate bottom surface provided with sedimentation preset clearance and well head top surface be higher than riser floor height.
It is preferred that, between the lateral wall and riser of the overboard well and overboard well madial wall and constructure body structure
Separated place is filled with polystyrene extruded sheet.
It is preferred that, space is blocked using weather-resistant glue between the downpipe and hole, and the downpipe is through after hole
Provided with a bending mouthful bent to overboard bottom.
It is preferred that, the width of the aproll is 800mm, and the gradient of the cantilevered plate is 5%, what the riser was extended downwardly
Highly it is 370mm.
It is preferred that, the length and width of the overboard well are 640mm, are highly 470mm, and the height of the sedimentation preset clearance is
150mm。
It is preferred that, the inner side wall thickness of the overboard well is 60mm, and three sidewall thickness are 120mm in addition.
The technical solution adopted by the present invention, the work for being arranged to stagger one on the other by overboard well and aproll in overboard well area
Plug structure, different from traditional monoblock type, a width 800mm, the gradient 5% is set to by aproll, while there is one section
The L-type clear-water concrete plate of 370mm kink heights, it is 640mm that the overboard well under it, which is set to a length and width, is highly
It is overboard using piston type anti-settling in 470mm pre-formed members reinforced concrete structure, the kink height for being embedded in L-type aproll
Well can be prevented effectively from destruction of the place sedimentation to overboard well and aproll, it is ensured that it can normal work, protection basis and underground wall body
Do not washed away by rain erosion, extend building life.
It is connected as a single entity in addition, overhanging type makes somebody a mere figurehead aproll with constructure body structure, does not produce crack, is ensureing aproll effect
While so that architectural appearance is more beautiful and clean.
Overboard well is prefabricated reinforced concrete structure, and easy construction facilitates quality control, while can shorten the duration, subtracted
Few cost.
Make full use of the superiority of polystyrene extruded sheet, it is ensured that the sealing of the whole overboard well of piston type anti-settling with it is resistance to
Long property.
Larger sedimentation surplus is left, soil layer more weak and rainfall is particularly suitable for use in and larger the south of the lower reaches of the Yangtze River is pushed away
Extensively use.
Brief description of the drawings
The invention will be further described with reference to the accompanying drawings and detailed description：
Fig. 1 is the structural representation of the present invention.
Embodiment
As shown in figure 1, a kind of overboard well 2 of anti-settling piston type, positioned at the outside of constructure body structure 1, the overboard well 2
For prefabricated reinforced concrete structure, the overboard well 2 includes bottom plate 20 and the side wall located at bottom plate surrounding, the overboard well 2
Lateral wall is described overboard through having one to discharge water in overboard well 2 and import the drainpipe (not illustrated in figure) of drainage system
The top of well 2 is provided with aproll 11, and the aproll 11 is included by the cantilevered plate 111 of the inclined downward laterally of constructure body structure 1
And the riser 112 for connecting and extending downwardly with cantilevered plate outer end, the aproll 11 is for armored concrete pouring structure and with building
Build and reserve hole on the formed by integrally casting of concrete foundation 10 shaping of thing agent structure, the cantilevered plate 111, and passed through in hole
Downpipe 12.
Above-mentioned technical proposal, aproll 11 and overboard well 2 is independent into two disjunct structures, when place is settled
When, overboard underground is heavy but aproll will not sink, and aproll clear-water concrete will not be caused to occur cracking or be broken, simultaneously because dissipating
To the restriction effect of overboard well displacement laterally outward will not occur while overboard underground is heavy for water L-type structure, it is to avoid fall
Well produces crack or fracture close to this side of wall.
Pour aproll and main house body are whole so that house can be settled simultaneously with aproll, it is to avoid the generation in crack, while from
From the point of view of in appearance, aproll holds together with house, very attractive in appearance in the absence of gap.Aproll holds together with house
It it also avoid leaving the aesthetics problem that breaking joint is brought between traditional aproll and building so that the reliability enhancing of aproll, dissipate
The width of water needs the width more than overboard well, so just can guarantee that it can make the shell of " piston ".
Overboard well is prefabricated reinforced concrete structure, and precast construction easy construction facilitates quality control, can shorten work
Phase, reduce cost.
Wherein, sedimentation preset clearance 4 is provided between the well head of overboard well and cantilevered plate bottom surface and well head top surface is higher than riser
Floor height.It is 150mm to settle the highly preferred of preset clearance 4.The present embodiment is that place settles the surplus for having reserved 150mm,
I.e. in the range of 150mm settling amount, only aproll can be allowed slowly to stagger in intersection as loosening piston with overboard well, to it
Quality and durability will not produce influence.
Between the lateral wall 22 and riser 112 of the overboard well 2 and overboard well madial wall 21 and building body junction
The separated place of structure 1 is filled with polystyrene extruded sheet 3.Aproll 11 and the intersection of overboard well 2 are used as with polystyrene extruded sheet 3
Filling and the separation of overboard well and wall, take full advantage of its high intensity, not cracky, the hydrophobicity of high-quality, remarkable height
Intensity crushing resistance and stability and the feature of environmental protection, it is ensured that " piston " contact surface can freely activity.
Space is blocked using weather-resistant glue between the downpipe 12 and hole, and the downpipe is through being provided with one after hole
The bending mouthful of bending on the outside of to overboard bottom, prevents the water that downpipe 12 is fallen is produced to wall side from washing away.
Specific to the present embodiment, the width of the aproll is 800mm, and the gradient of the cantilevered plate is 5%, the riser to
The height of lower extension is 370mm.The length and width of the overboard well are 640mm, are highly 470mm, the madial wall of the overboard well
Thickness is 60mm, and three sidewall thickness are 120mm in addition.
In addition to above preferred embodiment, the present invention also has other embodiments, and those skilled in the art can be according to this
Invention is variously modified and deformed, and without departing from the spirit of the present invention, all should belong in claims of the present invention and determine
The scope of justice.
Claims (6)
1. a kind of overboard well of anti-settling piston type, on the outside of constructure body structure, the overboard well is precast reinforced coagulation
Soil structure, the overboard well includes bottom plate and the side wall located at bottom plate surrounding, and the lateral wall of the overboard well, which runs through, has one will fall
Water is discharged and imports the drainpipe of drainage system in well, and the top of the overboard well is provided with aproll, it is characterised in that：It is described to dissipate
Water includes the cantilevered plate of inclined downward and with cantilevered plate outer end being connected and being extended downwardly laterally by constructure body structure
Riser, the aproll is molded for armored concrete pouring structure and with the concrete foundation formed by integrally casting of constructure body structure,
Reserved on the cantilevered plate and downpipe is passed through in hole, and hole, set between the well head of the overboard well and cantilevered plate bottom surface
There is sedimentation preset clearance and well head top surface is higher than riser floor height.
2. a kind of overboard well of anti-settling piston type according to claim 1, it is characterised in that：The lateral wall of the overboard well
Between riser and madial wall and the constructure body structure separated place of overboard well is filled with polystyrene extruded sheet.
3. a kind of overboard well of anti-settling piston type according to claim 1, it is characterised in that：The downpipe and hole it
Between space blocked using weather-resistant glue, the downpipe through after hole provided with a bending mouthful bent to overboard bottom.
4. a kind of overboard well of anti-settling piston type according to claims 1 to 3 any one, it is characterised in that：It is described to dissipate
The width of water is 800mm, and the gradient of the cantilevered plate is 5%, and the height that the riser is extended downwardly is 370mm.
5. a kind of overboard well of anti-settling piston type according to claim 4, it is characterised in that：The length and width of the overboard well are equal
It is highly 470mm for 640mm, the height of the sedimentation preset clearance is 150mm.
6. a kind of overboard well of anti-settling piston type according to claim 5, it is characterised in that：The madial wall of the overboard well
Thickness is 60mm, and three sidewall thickness are 120mm in addition.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710152362.6A CN107119784A (en) | 2017-03-15 | 2017-03-15 | A kind of overboard well of anti-settling piston type |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710152362.6A CN107119784A (en) | 2017-03-15 | 2017-03-15 | A kind of overboard well of anti-settling piston type |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107119784A true CN107119784A (en) | 2017-09-01 |
Family
ID=59717281
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710152362.6A Pending CN107119784A (en) | 2017-03-15 | 2017-03-15 | A kind of overboard well of anti-settling piston type |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107119784A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113944287A (en) * | 2021-11-15 | 2022-01-18 | 甘肃省集成装配式建筑产业发展有限公司 | Assembled water drainage port with anti-seepage function and construction method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20060077514A (en) * | 2004-12-30 | 2006-07-05 | 주식회사 디씨피 | Manhole |
| CN202248584U (en) * | 2011-08-26 | 2012-05-30 | 中国核电工程有限公司 | Rainwater collection well for building roof |
| CN102776897A (en) * | 2012-08-21 | 2012-11-14 | 庆阳华晨建筑安装工程有限公司 | Wash apron anti-settling anti-cracking construction method and structure |
| CN103161225A (en) * | 2011-12-09 | 2013-06-19 | 刘晶 | Building embedded type aproll structure |
| CN204225253U (en) * | 2014-11-14 | 2015-03-25 | 宿州学院 | A kind of band open drain crack resistence building aproll and aproll assembly |
| CN106337422A (en) * | 2016-08-31 | 2017-01-18 | 西安长庆科技工程有限责任公司 | Method for treating fill foundation of collapsible loess area |
| CN206538855U (en) * | 2017-03-15 | 2017-10-03 | 国网浙江省电力公司台州供电公司 | A kind of overboard well of anti-settling piston type |
-
2017
- 2017-03-15 CN CN201710152362.6A patent/CN107119784A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20060077514A (en) * | 2004-12-30 | 2006-07-05 | 주식회사 디씨피 | Manhole |
| CN202248584U (en) * | 2011-08-26 | 2012-05-30 | 中国核电工程有限公司 | Rainwater collection well for building roof |
| CN103161225A (en) * | 2011-12-09 | 2013-06-19 | 刘晶 | Building embedded type aproll structure |
| CN102776897A (en) * | 2012-08-21 | 2012-11-14 | 庆阳华晨建筑安装工程有限公司 | Wash apron anti-settling anti-cracking construction method and structure |
| CN204225253U (en) * | 2014-11-14 | 2015-03-25 | 宿州学院 | A kind of band open drain crack resistence building aproll and aproll assembly |
| CN106337422A (en) * | 2016-08-31 | 2017-01-18 | 西安长庆科技工程有限责任公司 | Method for treating fill foundation of collapsible loess area |
| CN206538855U (en) * | 2017-03-15 | 2017-10-03 | 国网浙江省电力公司台州供电公司 | A kind of overboard well of anti-settling piston type |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113944287A (en) * | 2021-11-15 | 2022-01-18 | 甘肃省集成装配式建筑产业发展有限公司 | Assembled water drainage port with anti-seepage function and construction method thereof |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170901 |