CN105256805B - Wet water curing structure and curing method of foundation concrete - Google Patents
Wet water curing structure and curing method of foundation concrete Download PDFInfo
- Publication number
- CN105256805B CN105256805B CN201510766121.1A CN201510766121A CN105256805B CN 105256805 B CN105256805 B CN 105256805B CN 201510766121 A CN201510766121 A CN 201510766121A CN 105256805 B CN105256805 B CN 105256805B
- Authority
- CN
- China
- Prior art keywords
- pond
- water
- base concrete
- container
- concrete
- 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.)
- Active
Links
Abstract
The invention discloses a wet water curing structure and a curing method of foundation concrete. According to the wet water curing structure of the foundation concrete, a foundation ring is arranged on the top of the foundation concrete, a pool is formed by the foundation ring and the top plane of the foundation concrete, a container is arranged in the pool, the height of the container is greater than the top surface height of the foundation ring, the container and the pool are communicated through a valve, the bottom of the container is communicated with one ends of multiple water flow pipes, and the other ends of the water flow pipes bypass the top of the foundation ring so as to be arranged on the outer side of the foundation concrete. The wet water curing structure and the curing method of the foundation concrete have the advantages that the operation is simple, wetting is uniform, the time and the labor are saved, moisture preservation lasts, the wet water curing efficiency of the foundation concrete like fan foundation concrete is greatly improved, and the quality of the concrete is guaranteed.
Description
Technical field
The present invention relates to a kind of wet water curing structure of base concrete and maintenance process, it is particularly suited for wind-power electricity generation extension
The watering maintenance of base concrete.
Background technology
In the maintenance similar to blower foundation concrete, in its curing condition, the quality for concrete is most important,
The maintenance principle of concrete mainly will keep certain humidity.
Current wet water curing method is mainly waterwheel adjutage and manually sprinkles water mode, and this mode has some disadvantage following
End: underlying table area is larger, water pipe watering is uneven；Whole artificial operation, wastes time and energy；Because there is interval the watering time, wet
Degree change is big, easily produces alternation of wetting and drying phenomenon it is impossible to manifest uniform moisturizing, unfavorable concrete hydrating effect, when serious even
Threaten the operation safety of whole blower fan.
Content of the invention
The present invention is intended to provide a kind of wet water curing structure of base concrete, this wet water curing structure utilizes the former of linker
Reason, can solve the problems, such as at present similar to the wet water curing of blower foundation concrete.
To achieve these goals, the technical solution adopted in the present invention is:
A kind of wet water curing structure of base concrete, the top of this base concrete has foundation ring, and it is structurally characterized in that,
Described foundation ring forms pond with the top planes of base concrete, is provided with container, the height of this container is higher than base in pond
The apical side height of plinth ring；Connected by valve between described container and pond；Described container bottom and one end of many overflow pipes
Connection, the other end of each overflow pipe bypasses foundation ring top and is arranged on outside base concrete.
The height of container of the present invention is higher than that the apical side height of foundation ring refers to that the highest of container is filled with water height higher than base
The highest of plinth ring is filled with water highly, thus, produces high potential difference between container and foundation ring, thus carrying for the enforcement of law of connected vessels
For possible.
Foundation ring is doubled as pond by the present invention, thus ingenious utilization existing structure, realizes coagulation by the principle of linker
The maintenance of soil, thus thoroughly solve the problems, such as at present similar to the wet water curing of blower foundation concrete.
It is below the technical scheme of further improvement of the present invention:
In order to ensure water outlet uniformly, the water side of described many overflow pipes is distributed on outside base concrete.
Preferably, described valve is the one-way water inlet valve from pond to container.Thus, water energy enters container by pond
Interior, and can not enter in container in pond, operation is easier.
Preferably, described base concrete is blower foundation concrete, and it is divided into three sections, bottom and top equal from bottom to top
For cylinder, middle part is taper type cylinder；The cylinder diameter of described bottom is equal to the bottom face diameter of taper type cylinder, described
The cylinder diameter at top is equal to the top end face diameter of taper type cylinder.
Based on same inventive concept, present invention also offers a kind of using above-mentioned base concrete wet water curing structure
The method carrying out wet water curing to base concrete, it comprises the steps:
1) it is filled to water level into pond and do not had valve；
2) to water filling in container, when the water side of overflow pipe there are flowing out, Open valve；
3) keep pond in have not valve water level.
Open valve of the present invention can be manually opened, it would however also be possible to employ one-way water inlet valve and realize automatically turning on.
In step 1), preferably to the water injection rate in pond be pond total capacity at least half.
In step 3), preferably supplied water into pond by drawing waterwheel.
Compared with prior art, the invention has the beneficial effects as follows: the present invention have water simple to operate, wet uniformly, save time province
Power, the advantages of continue moisturizing, greatly improve similar to blower foundation concrete wet water curing efficiency it is ensured that the matter of concrete
Amount.
Below in conjunction with drawings and Examples, the present invention is further elaborated.
Brief description
Fig. 1 is the top view of an embodiment of the present invention；
Fig. 2 is the partial enlarged drawing of Fig. 1；
Fig. 3 is the front view of Fig. 1；
Fig. 4 is the partial enlarged drawing of Fig. 3.
In in figure
1- container；2- overflow pipe；3- overflow pipe connecting line；4- foundation ring；5- concrete；6- pond；7- valve.
Specific embodiment
A kind of wet water curing structure of base concrete, as Figure 1-4, using cylindrical container, container height is higher than
Foundation ring apical side height, uniformly lays overflow pipe in container bottom along cylinder periphery, the length of overflow pipe can be according to live needs
Customization, adopts fine rule to connect, to fix the relative position of overflow pipe, and ensures uniform the one of flowing water tube pitch between overflow pipe
Cause, below container, install an inlet valve, in maintenance processes, the water in foundation ring pond enters container from this valve.
Base concrete of the present invention is preferably blower foundation concrete, and it is divided into three sections from bottom to top, and bottom is
Large diameter cylinder, middle part is taper type cylinder, and top is small-diameter circular cylinder, the three integrated xoncrete structures of section.
The using method of the present invention is: after the completion of concreting, foundation ring exceeds top of concrete part and can be used as
Cistern, the water in waterwheel is put in cistern, when water level in water pool reaches about the half height of pond one, stops discharging water；So
Afterwards container is put into pond near center location, now valve remains off, overflow pipe is placed into along foundation ring periphery
Position；The water filling in container, when in container, water level reaches certain altitude, overflow pipe will there are flowing out, and now open valve below container
Door, container forms a linker with pond, and the water in pond will enter container from valve and then flow out from overflow pipe；For ensureing
Current continue, and the water drawing in waterwheel is flowed in pond by water pipe.
The content that above-described embodiment illustrates should be understood to that these embodiments are only used for being illustrated more clearly that the present invention, and not
For limiting the scope of the present invention, after having read the present invention, the various equivalent form of values to the present invention for the those skilled in the art
Modification all fall within the application claims limited range.
Claims (8)
1. a kind of method carrying out wet water curing to base concrete using base concrete wet water curing structure, its feature exists
In the top of the base concrete (5) of the wet water curing structure of described base concrete has foundation ring (4), described foundation ring (4)
Form pond (6) with the top planes of base concrete (5), be provided with container (1) in pond (6), the height of this container (1) is high
Apical side height in foundation ring (4)；Connected by valve (7) between described container (1) and pond (6)；Described container (1) bottom
Connect with one end of many overflow pipes (2), the other end of each overflow pipe (2) bypasses foundation ring (4) top and be arranged on basis mixed
Outside solidifying soil (5)；The described method carrying out wet water curing to base concrete comprises the steps:
1) it is filled to water level into pond (6) and do not had valve (7)；
2) to the interior water filling of container (1), when the water side of overflow pipe (2) there are flowing out, Open valve (7)；
3) keep having in pond (6) not valve (7) water level.
2. according to claim 1 base concrete is carried out with the method for wet water curing it is characterised in that described many flowing water
The water side of pipe (2) is distributed on outside base concrete (5).
3. according to claim 1 base concrete is carried out with the method for wet water curing it is characterised in that described valve (7)
It is the one-way water inlet valve from pond (6) to container (1).
4. according to the described method that base concrete is carried out with wet water curing of one of claim 1-3 it is characterised in that described base
Plinth concrete is blower foundation concrete, and it is divided into three sections, bottom and top to be cylinder from bottom to top, and middle part is taper type
Cylinder；The cylinder diameter of described bottom is equal to the bottom face diameter of taper type cylinder, and the cylinder diameter at described top is equal to
The top end face diameter of taper type cylinder.
5. according to the described method that base concrete is carried out with wet water curing of one of claim 1-3 it is characterised in that step 1)
In, it is at least half of pond total capacity to the water injection rate in pond (6).
6. according to claim 4 the method for wet water curing is carried out to base concrete it is characterised in that in step 1), to
Water injection rate in pond (6) is at least half of pond total capacity.
7. according to the described method that base concrete is carried out with wet water curing of one of claim 1-3 it is characterised in that step 3)
In, supplied water into pond (6) by drawing waterwheel.
8. according to claim 4 the method for wet water curing is carried out to base concrete it is characterised in that in step 3), leading to
Cross and draw waterwheel to supply water into pond (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510766121.1A CN105256805B (en) | 2015-11-11 | 2015-11-11 | Wet water curing structure and curing method of foundation concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510766121.1A CN105256805B (en) | 2015-11-11 | 2015-11-11 | Wet water curing structure and curing method of foundation concrete |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105256805A CN105256805A (en) | 2016-01-20 |
| CN105256805B true CN105256805B (en) | 2017-01-18 |
Family
ID=55096721
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510766121.1A Active CN105256805B (en) | 2015-11-11 | 2015-11-11 | Wet water curing structure and curing method of foundation concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105256805B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108628353B (en) * | 2018-06-29 | 2024-02-06 | 中国电建集团中南勘测设计研究院有限公司 | Pool water level control device |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007303159A (en) * | 2006-05-11 | 2007-11-22 | Hazama Corp | Method of preventing cracks in concrete structure |
| JP2009030246A (en) * | 2007-07-24 | 2009-02-12 | Oriental Shiraishi Corp | Concrete wet-curing method and curing facility |
| CN201221056Y (en) * | 2008-07-02 | 2009-04-15 | 中铁四局集团第五工程有限公司 | Concrete bridge pier spray curing means |
| CN202318552U (en) * | 2011-10-11 | 2012-07-11 | 葛洲坝集团试验检测有限公司 | Automatic water addition device for water tank of concrete curing room |
| CN103147575A (en) * | 2013-02-26 | 2013-06-12 | 广东东玉科技有限公司 | Automatic spraying device and method for concrete column body |
| CN103290857A (en) * | 2013-05-22 | 2013-09-11 | 国家电网公司 | Conservation method of basic on-site concrete of transmission tower in desert areas |
| CN203684228U (en) * | 2013-10-24 | 2014-07-02 | 中国一冶集团有限公司 | Automatic temperature control and maintenance device for concrete |
| CN203808099U (en) * | 2014-03-28 | 2014-09-03 | 中国十七冶集团有限公司 | Annular dripping curing device for wind driven generator concrete foundation |
| CN204662271U (en) * | 2015-04-29 | 2015-09-23 | 浙江大学城市学院 | A kind of Hanging Basket cantilever box girder segment inner chamber concrete curing device |
| CN205100219U (en) * | 2015-11-11 | 2016-03-23 | 中国电建集团中南勘测设计研究院有限公司 | Foundation concrete humidity water maintenance structure |
-
2015
- 2015-11-11 CN CN201510766121.1A patent/CN105256805B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007303159A (en) * | 2006-05-11 | 2007-11-22 | Hazama Corp | Method of preventing cracks in concrete structure |
| JP2009030246A (en) * | 2007-07-24 | 2009-02-12 | Oriental Shiraishi Corp | Concrete wet-curing method and curing facility |
| CN201221056Y (en) * | 2008-07-02 | 2009-04-15 | 中铁四局集团第五工程有限公司 | Concrete bridge pier spray curing means |
| CN202318552U (en) * | 2011-10-11 | 2012-07-11 | 葛洲坝集团试验检测有限公司 | Automatic water addition device for water tank of concrete curing room |
| CN103147575A (en) * | 2013-02-26 | 2013-06-12 | 广东东玉科技有限公司 | Automatic spraying device and method for concrete column body |
| CN103290857A (en) * | 2013-05-22 | 2013-09-11 | 国家电网公司 | Conservation method of basic on-site concrete of transmission tower in desert areas |
| CN203684228U (en) * | 2013-10-24 | 2014-07-02 | 中国一冶集团有限公司 | Automatic temperature control and maintenance device for concrete |
| CN203808099U (en) * | 2014-03-28 | 2014-09-03 | 中国十七冶集团有限公司 | Annular dripping curing device for wind driven generator concrete foundation |
| CN204662271U (en) * | 2015-04-29 | 2015-09-23 | 浙江大学城市学院 | A kind of Hanging Basket cantilever box girder segment inner chamber concrete curing device |
| CN205100219U (en) * | 2015-11-11 | 2016-03-23 | 中国电建集团中南勘测设计研究院有限公司 | Foundation concrete humidity water maintenance structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105256805A (en) | 2016-01-20 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205813035U (en) | A kind of solar powered gardens rainwater irrigation equipment | |
| CN205250000U (en) | Water conservancy irrigation device | |
| CN205623581U (en) | High -efficient omnidirectional gardens irrigation equipment | |
| CN204837356U (en) | Sprinkling irrigation equipment that shower nozzle can sway | |
| CN202029230U (en) | In-box automatic cycle spray device of a large scale box girder | |
| CN204811321U (en) | Solar energy siphon suction pipe pump | |
| CN204929837U (en) | A kind of strawberry irrigation rig | |
| CN105256805B (en) | Wet water curing structure and curing method of foundation concrete | |
| CN208739792U (en) | Roof planting water cycle intelligent irrigation device in a kind of green building | |
| CN208987458U (en) | A kind of water saving fixtures for crop irrigation | |
| CN103147575B (en) | A kind of concrete column automatic spraying device and method | |
| CN205491988U (en) | Irrigate system for irrigation and water conservancy water conservation engineering | |
| CN206101172U (en) | Solar energy type roof greening water -saving irrigation system | |
| CN205100219U (en) | Foundation concrete humidity water maintenance structure | |
| CN206895301U (en) | A kind of flowerpot | |
| CN201976541U (en) | Automatic control type water saving and holding device of plant | |
| CN205559171U (en) | Multipotency source system of irrigating by lifting water to a higher level with a water pump, etc based on irrigate by lifting water to a higher level with a water pump, etc. efficiency | |
| CN206808301U (en) | A kind of irrigation system of the imitating wild planting dendrobium candidum of abridged edition water saving | |
| CN210168641U (en) | Full-automatic efficient irrigation device | |
| CN206728779U (en) | A kind of gardens drip irrigation appliance | |
| CN208691956U (en) | A kind of agricultural water conservancy Water saving type watering arrangement | |
| CN207933286U (en) | A kind of concrete time control automatic water jetting curing means | |
| CN208273725U (en) | A kind of gobi ground seedling cultivation greenhouse | |
| CN205124578U (en) | Utilize water -saving irrigating device of hollow billet power water supply | |
| CN109440874A (en) | A kind of cascade pumping station tune pond system based on water balance |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |