CN201635177U - Concrete curing device for slip form construction of high building - Google Patents
Concrete curing device for slip form construction of high building Download PDFInfo
- Publication number
- CN201635177U CN201635177U CN2010201154771U CN201020115477U CN201635177U CN 201635177 U CN201635177 U CN 201635177U CN 2010201154771 U CN2010201154771 U CN 2010201154771U CN 201020115477 U CN201020115477 U CN 201020115477U CN 201635177 U CN201635177 U CN 201635177U
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- concrete
- concrete curing
- jet pipe
- curing device
- pipe
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Abstract
The utility model discloses a concrete curing device for slip form construction of a high building, particularly a concrete curing device for slip form construction of a high water tower support cylinder and a circular silo. The utility model provides the concrete curing device for slip form construction of the high building, which has the advantages of sufficient curing, convenient operation and low cost. The concrete curing device comprises a spray pipe, a water supply pipe and a water supply device. The spray pipe forms a circle of water loop along the surface of the high building. One side of the spray pipe toward the surface of the high building is provided with at least two through holes distributed along the circumferential direction. The spray pipe is communicated with the water supply device by the water supply pipe. The spray pipe can continuously spray water to cure concrete so as to avoid using concrete curing liquid with higher cost. The spray pipe can be randomly arranged as a moving part, surrounds the surface the high building, avoid danger of aloft work of workers and can also more uniformly cure the concrete so as to guarantee strength quality of the concrete.
Description
Technical field
The utility model relates to a kind of concrete curing device that is used for high-order structure slding form operation, in particular for the concrete curing device of high-order water tower branch barrel and round silo slding form operation.
Background technology
Concrete is a hydraulic material, and concrete curing is an important procedure that guarantees concrete construction quality.In the concrete strength rise period, be the moisture loss of avoiding surface evaporation and other reasons to cause, the concrete hydrating effect is carried out fully, guarantee technical indicators such as concrete intensity, durability, produce the crack for preventing owing to dry simultaneously, must carry out maintenance it.
High-order structure; water tower for example; usually adopt slding form operation; because the sliding at every turn time interval that rises of sliding formwork only is 2～3h, its tube stack shell concrete demoulding time early, the moisture loss of volatilizing easily; be unfavorable for the development of concrete strength; therefore concrete curing is an operation of guaranteeing a key of concrete strength quality, and how to carry out a concrete maintenance of tube in the water tower slding form operation, and to make its maintenance fully be a very masty problem.General normal employing of in the water tower slding form operation sliding formwork being slided after rising of concrete moisture-keeping maintaining carried out maintenance at concrete surface brushing concrete curing liquid, run off to prevent that water from dividing, yet the essence effect of healthy liquid is to prevent the concrete moisture loss, and the help concrete hydrating but can not keep the skin wet; And concrete curing liquid expense height, and all need by manually brushing after the every cunning of sliding formwork rises once, along with the rising of sliding formwork height, maintenance operator's operation easier is increasing, and there is certain high-altitude application safety problem, thereby makes maintenance efficient and quality be affected.
The utility model content
Technical problem to be solved in the utility model provides a kind of maintenance concrete curing device that is used for high-order structure slding form operation abundant, easy to operate, with low cost.
The concrete curing device that is used for high-order structure slding form operation that its technical problem that solves the utility model adopts, comprise jet pipe, water service pipe and water supply installation, jet pipe forms all water flowings loop along high-order structure surface, and the one side of jet pipe towards high-order structure surface has the through hole that at least 2 edges circumferentially distribute, and above-mentioned jet pipe is communicated with water supply installation by water service pipe.
Further be, through hole is quincunx for per 5 one group, and each group circumferentially evenly distributes along jet pipe.
Further be that the two ends of jet pipe are connected by threeway with water service pipe.
As the further improvement of above technical scheme, jet pipe is installed on the sliding formwork.
As the further improvement of above technical scheme, water supply installation is a pressure pump.
As the further improvement of above technical scheme, jet pipe is the plastic-aluminum pipe, and water service pipe is the plastics flexible rubber hose.
The beneficial effects of the utility model are: because the water spray moisture-keeping maintaining concrete that jet pipe can continuation, thereby can avoid the higher concrete curing liquid of cost of use, reach the purpose of saving cost.Jet pipe can be used as movable part and arbitrarily sets up, and is looped around high-order structure surface, not only can save manually, avoids the danger of workman's work high above the ground, curing concrete more uniformly, thus guarantee concrete intensity quality.
Description of drawings
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is the partial enlarged drawing of Fig. 1 at the I place;
Fig. 3 is a scheme of installation of the present utility model;
Component, position and numbering among the figure: through hole 1, jet pipe 2, threeway 3, water service pipe 4, water supply installation 5, sliding formwork 6, a tube concrete seven, anchor clamps 8.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is further specified.
As shown in Figure 1, the utility model comprises jet pipe 2, water service pipe 4 and water supply installation 5, jet pipe 2 forms all water flowings loop along high-order structure surface, and the one side of jet pipe 2 towards high-order structure surface has the through hole 1 that at least 2 edges circumferentially distribute, and above-mentioned jet pipe 2 is communicated with water supply installation 5 by water service pipe 4.Water supply installation 5 flows to jet pipe 2 with water by water service pipe 4, and water is sprayed onto high-order structure surface from through hole 1, thereby plays concrete moisture-keeping maintaining function.
On the basis of above technical measures, can evenly, comprehensively be ejected into high-order structure surface by through hole 1 in order to make water, as shown in Figure 2, described through hole is quincunx for 1 per 5 one group, and each group circumferentially evenly distributes along jet pipe 2.The current that spray this moment are thin, close, even, flow to bottom, effectively curing concrete along the structure wall always.
As shown in Figure 1, the two ends of jet pipe 2 and water service pipe 4 are connected by threeway, and this moment, head and the tail two ends intake pressure equated, thereby avoided tail end hydraulic pressure deficiency under the situation of insufficient pressure.
On the basis of above technical measures, as shown in Figure 3, jet pipe 2 is installed on the sliding formwork 6.During sliding formwork 6 each risings, then it is exactly the concrete that the demoulding just needs maintenance down, and this moment, jet pipe 2 just can arrive the maintenance position automatically with sliding formwork 6, reinstalled the location thereby saved.
On the basis of above technical measures, as shown in Figure 1, water supply installation 5 adopts pressure pumps, and infeeds jet pipe 2 according to height after by the pressure pump pressurization, rises to hydraulic pressure deficiency after the certain height to avoid jet pipe 2.
As shown in Figure 1, in order to make jet pipe 2 and water service pipe 4 light, conveniently install, jet pipe 2 adopts the plastic-aluminum pipes, and described water service pipe 4 adopts the plastics flexible rubber hoses.
Claims (6)
1. the concrete curing device that is used for high-order structure slding form operation, comprise jet pipe (2), water service pipe (4) and water supply installation (5), it is characterized in that: jet pipe (2) forms all water flowings loop along high-order structure surface, and the side of jet pipe (2) towards high-order structure surface has the through hole (1) that at least 2 edges circumferentially distribute, and above-mentioned jet pipe (2) is communicated with water supply installation (5) by water service pipe (4).
2. the concrete curing device that is used for high-order structure slding form operation as claimed in claim 1 is characterized in that: described through hole (1) is quincunx for per 5 one group, and each group circumferentially evenly distributes along jet pipe (2).
3. the concrete curing device that is used for high-order structure slding form operation as claimed in claim 1 is characterized in that: the two ends of described jet pipe (2) are connected by threeway with water service pipe (4).
4. as claim 1, the 2 or 3 described concrete curing devices that are used for high-order structure slding form operation, it is characterized in that: described jet pipe (2) is installed on the sliding formwork (6).
5. the concrete curing device that is used for high-order structure slding form operation as claimed in claim 4 is characterized in that: described water supply installation (5) is a pressure pump.
6. the concrete curing device that is used for high-order structure slding form operation as claimed in claim 4 is characterized in that: described jet pipe (2) is the plastic-aluminum pipe, and described water service pipe (4) is the plastics flexible rubber hose.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201154771U CN201635177U (en) | 2010-02-22 | 2010-02-22 | Concrete curing device for slip form construction of high building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201154771U CN201635177U (en) | 2010-02-22 | 2010-02-22 | Concrete curing device for slip form construction of high building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201635177U true CN201635177U (en) | 2010-11-17 |
Family
ID=43079663
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201154771U Expired - Fee Related CN201635177U (en) | 2010-02-22 | 2010-02-22 | Concrete curing device for slip form construction of high building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201635177U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102120338A (en) * | 2010-12-16 | 2011-07-13 | 中建三局建设工程股份有限公司 | Time control water saving and maintaining device for high-strength concrete on outer wall of core tube structure |
| CN102409842A (en) * | 2011-12-01 | 2012-04-11 | 边海波 | Fast lifting slip form |
| CN104805771A (en) * | 2015-04-29 | 2015-07-29 | 浙江大学城市学院 | Cradle suspended-casting box beam segment inner chamber concrete curing device |
| CN110965795A (en) * | 2019-09-25 | 2020-04-07 | 江苏兴厦建设工程集团有限公司 | Humidity device applied to pouring and use method thereof |
-
2010
- 2010-02-22 CN CN2010201154771U patent/CN201635177U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102120338A (en) * | 2010-12-16 | 2011-07-13 | 中建三局建设工程股份有限公司 | Time control water saving and maintaining device for high-strength concrete on outer wall of core tube structure |
| CN102409842A (en) * | 2011-12-01 | 2012-04-11 | 边海波 | Fast lifting slip form |
| CN104805771A (en) * | 2015-04-29 | 2015-07-29 | 浙江大学城市学院 | Cradle suspended-casting box beam segment inner chamber concrete curing device |
| CN110965795A (en) * | 2019-09-25 | 2020-04-07 | 江苏兴厦建设工程集团有限公司 | Humidity device applied to pouring and use method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101117 Termination date: 20170222 |