CN203904846U - Bridge high pier concrete curing device - Google Patents
Bridge high pier concrete curing device Download PDFInfo
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- CN203904846U CN203904846U CN201420341500.7U CN201420341500U CN203904846U CN 203904846 U CN203904846 U CN 203904846U CN 201420341500 U CN201420341500 U CN 201420341500U CN 203904846 U CN203904846 U CN 203904846U
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- water
- bridge high
- pipeline
- pier
- concrete curing
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Abstract
The utility model discloses a bridge high pier concrete curing device and belongs to the technical field of bridge curing equipment. The device is technically characterized by comprising a covering layer which covers the surface of a bridge high pier column, wherein the covering layer consists of a water-proof layer, a water-absorbing protective layer and an inner surface layer which are arranged sequentially from outside to inside, spray pipes are distributed and arranged in the water-absorbing protective layer and connected with water supply mechanisms, and water sprayed by the spray pipes sequentially penetrates through the water-absorbing protective layer and the inner surface layer to be contacted with the bridge high pier column. The bridge high pier concrete curing device is reasonable in structure, convenient to use, good in effect and used for curing bridge high pier concrete.
Description
Technical field
The utility model relates to a kind of bridge maintenance device, more particularly, relates in particular to a kind of Bridge High-pier concrete curing device.
Background technology
The concrete maintenance of Bridge High-pier post is a difficult point of bridge construction.Main cause is that pier stud is higher, and workman operation is quite inconvenient, and if pier stud too high, maintenance water is also difficult to the height that reaches certain.This just causes the concrete maintenance of Bridge High-pier post, has blind spot.And in practice, by resilience and core boring sampling, find the concrete strength of high pier stud, along with the increase of pier stud height, the situation that tapers off, its main cause, is exactly that bridge pier column is higher, and its maintenance difficulty is also just larger.
At present, conventional Bridge High-pier post maintenance process has covered with plastic film method and direct spray process etc., yet these methods all exist more problem.Covered with plastic film method is the method that after watering, covered with plastic film carries out moisturizing on Bridge High-pier post, although the method has effectively prevented the rapid evaporation of moisture, it covers after again sprinkling water and need raising plastic sheeting watering again, brings inconvenience.Directly spray process is the method for direct shower water on concrete building structures, owing to not having overburden to stop the rapid evaporation of moisture, in order to keep concrete surface moistening, needs the water yield of consumption quite large.These two kinds of methods, all, less than the feature for the maintenance of Bridge High-pier post, improve, so its shortcoming is still fairly obvious.
Because the concrete curing of Bridge High-pier post exists more inconvenience, therefore people have also carried out some and have improved, but have more deficiency.
Utility model content
The purpose of this utility model is for above-mentioned the deficiencies in the prior art, and a kind of rational in infrastructure, easy to use and respond well Bridge High-pier concrete curing device is provided.
The technical solution of the utility model is achieved in that a kind of Bridge High-pier concrete curing device; this device comprises the covering layer that covers Bridge High-pier post surface; described covering layer consists of the water barrier sequentially arranging from outside to inside, water suction topping and endosexine; in water suction topping, distribute and be provided with shower; shower is connected with water supply mechanism, and the water of shower ejection sequentially sees through water suction topping and contacts with Bridge High-pier post with endosexine.
In above-mentioned a kind of Bridge High-pier concrete curing device, in Bridge High-pier post surface distributed, be provided with some hooks, described covering layer is fixed on Bridge High-pier post surface by hook.
In above-mentioned a kind of Bridge High-pier concrete curing device, described water supply mechanism is comprised of several water tanks and the corresponding water pump being arranged in each water tank, each water tank is vertically disposed on the ladder access platform of Bridge High-pier post sidewall, the pump outlet that is positioned at top is connected with shower, and all the other pump outlets are connected with last layer water tank pipeline.
In above-mentioned a kind of Bridge High-pier concrete curing device, described shower is comprised of with the several times pipeline being connected with main pipeline main pipeline, and main pipeline is connected with water pump, and inferior pipeline is distributed in respectively Bridge High-pier post surface.
In above-mentioned a kind of Bridge High-pier concrete curing device, described main pipeline arranges along Bridge High-pier post short transverse, described time pipeline along continuous straight runs is spaced apart, on main pipeline, be provided with and inferior pipeline nipple one to one, inferior pipeline one end is fixedly connected with main pipeline, and the inferior pipeline other end is threaded with nipple;
In above-mentioned a kind of Bridge High-pier concrete curing device, at main pipeline and the end of time pipeline, be equipped with seal cover.
The utility model adopts after said structure; the water barrier that has adopted water-resisting property material to make due to the covering layer on concrete surface; can prevent moisture rapid evaporation; effectively saved the water consumption of concrete curing; topping is set in water barrier and shower is set in topping simultaneously; water suction topping is the material with enough water imbibitions, water retention and flexibility, as: sponge, acrylic silk floss etc.It acts on main one is first outside moisture to be absorbed gradually, in concrete curing process, discharge gradually, thus the humidity of assurance concrete surface, the 2nd, protect built-in shower not to be damaged; Endosexine is for having high water-permeability, high-intensity industrial products, as: nylon mesh, geotechnique weave cotton cloth etc.; Further, by multistage water transmission system is set, effectively reduced the difficulty of maintenance water transportation.The utility model is reasonable in design, easy to operate, has effectively saved the water consumption of concrete curing, and has brought more convenience to the concrete curing of Bridge High-pier post, and after concrete curing completes, detachably gets off, and recycles.
Accompanying drawing explanation
Below in conjunction with the embodiment in accompanying drawing, the utility model is described in further detail, but do not form any restriction of the present utility model.
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the tectal structural representation of the utility model;
Fig. 3 is the syndeton schematic diagram of the utility model shower;
Fig. 4 is the closed-end structure schematic diagram of the utility model shower.
In figure: covering layer 1, water barrier 1a, water suction topping 1b, endosexine 1c, shower 2, main pipeline 2a, inferior pipeline 2b, nipple 2c, water supply mechanism 3, water tank 3a, water pump 3b, hook 4, seal cover 5.
The specific embodiment
Consult shown in Fig. 1 and Fig. 2, a kind of Bridge High-pier concrete curing device of the present utility model, this device comprises the covering layer 1 that covers Bridge High-pier post surface, in Bridge High-pier post surface distributed, be provided with some hooks 4, described covering layer 1 is fixed on Bridge High-pier post surface by linking up with 4, and hook 4 is nuzzled in pier stud in advance when Bridge High-pier post is constructed.Described covering layer 1 consists of the water barrier 1a sequentially arranging from outside to inside, water suction topping 1b and endosexine 1c; in water suction topping 1b, distribute and be provided with shower 2; shower 2 is connected with water supply mechanism 3, and the water of shower 3 ejections sequentially sees through water suction topping 1b and contacts with Bridge High-pier post with endosexine 1c.Wherein water barrier 1a is the plastic products that have water proof, vaporization prevention and have some strength, and its effect is to prevent moisture evaporation; Water suction topping 1b is the material with enough water imbibitions, water retention and flexibility, as: sponge, acrylic silk floss etc.It acts on main one is first outside moisture to be absorbed gradually, in concrete curing process, discharge gradually, thus the humidity of assurance concrete surface, the 2nd, protect built-in shower 2 not to be damaged; Endosexine is for having high water-permeability, high-intensity industrial products, as: nylon mesh, geotechnique weave cotton cloth etc.
Water supply mechanism described in the present embodiment 3 is comprised of several water tanks 3a and the corresponding water pump 3b being arranged in each water tank 3a, each water tank 3a is vertically disposed on the ladder access platform of Bridge High-pier post sidewall, the water pump 3b delivery port that is positioned at top is connected with shower 2, and all the other pump outlets are connected with last layer water tank pipeline.When anhydrous in certain grade of water tank 3a, can open water pump 3b, water is evacuated to step by step in the water tank 3 of higher position.Adopt this multistage way of supplying water, effectively solve maintenance water transport difficulty large problem.
Meanwhile, as shown in Figure 3, described shower 2 is comprised of with the several times pipeline 2b being connected with main pipeline 2a main pipeline 2a, and main pipeline 2a is connected with water pump 3b, and inferior pipeline 2b is distributed in respectively Bridge High-pier post surface.Particularly, described main pipeline 2a arranges along Bridge High-pier post short transverse, described time pipeline 2b along continuous straight runs is spaced apart, on main pipeline 2a, be provided with the nipple 2c one to one with inferior pipeline 2b, inferior pipeline 2b one end is fixedly connected with main pipeline 2a, and the inferior pipeline 2b other end is threaded with nipple 2c; Adopt this structure, the main pipeline 2a of regular length and time pipeline 2b can be interconnected to form the net structure that covers Bridge High-pier post surface, and can be used as the skeleton of covering layer 1, make covering layer 1 structure more stable.And, as shown in Figure 4, at main pipeline 2a, be equipped with seal cover 5 with the end of time pipeline 2b.
During use, after whole device is connected according to bridge pier size, main pipeline 2a water inlet is connected with top layer water pump 3b delivery port.Because this device is provided with water barrier 1a, so can effectively prevent moisture rapid evaporation.While carrying out concrete curing work at practice of construction scene, every 5-7 hour, to main pipeline 2a, supply water once, the 20-30 minute of at every turn intaking.
Above illustrated embodiment is better embodiment of the present utility model, only be used for facilitating explanation the utility model, not the utility model is done to any pro forma restriction, under any, in technical field, have and conventionally know the knowledgeable, if within not departing from the scope of technical characterictic that the utility model is put forward, utilize technology contents that the utility model discloses to do the local equivalent embodiment that changes or modify, and do not depart from technical characterictic content of the present utility model, all still belong in the scope of the utility model technical characterictic.
Claims (5)
1. a Bridge High-pier concrete curing device; it is characterized in that; this device comprises the covering layer (1) that covers Bridge High-pier post surface; described covering layer (1) is by the water barrier sequentially arranging from outside to inside (1a), water suction topping (1b) and endosexine (1c) formation; in water suction topping (1b), distribute and be provided with shower (2); shower (2) is connected with water supply mechanism (3), and the water of shower (3) ejection sequentially sees through water suction topping (1b) and contacts with Bridge High-pier post with endosexine (1c).
2. a kind of Bridge High-pier concrete curing device according to claim 1, is characterized in that, in Bridge High-pier post surface distributed, is provided with some hooks (4), and described covering layer (1) is fixed on Bridge High-pier post surface by hook (4).
3. a kind of Bridge High-pier concrete curing device according to claim 1, it is characterized in that, the water pump (3b) that described water supply mechanism (3) is arranged in each water tank (3a) by several water tanks (3a) and correspondence forms, each water tank (3a) is vertically disposed on the ladder access platform of Bridge High-pier post sidewall, water pump (3b) delivery port that is positioned at top is connected with shower (2), and all the other water pumps (3b) delivery port is connected with last layer water tank (3a) pipeline.
4. according to a kind of Bridge High-pier concrete curing device described in claim 1 or 3, it is characterized in that, described shower (2) is comprised of with the several times pipeline (2b) being connected with main pipeline (2a) main pipeline (2a), main pipeline (2a) is connected with water pump (3b), and inferior pipeline (2b) is distributed in respectively Bridge High-pier post surface.
5. a kind of Bridge High-pier concrete curing device according to claim 4, it is characterized in that, described main pipeline (2a) arranges along Bridge High-pier post short transverse, described pipeline (2b) along continuous straight runs is spaced apart, on main pipeline (2a), be provided with and inferior pipeline (2b) nipple (2c) one to one, inferior pipeline (2b) one end is fixedly connected with main pipeline (2a), and inferior pipeline (2b) other end is threaded with nipple (2c); A kind of Bridge High-pier concrete curing device according to claim 5, is characterized in that, at the end of main pipeline (2a) and time pipeline (2b), is equipped with seal cover (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420341500.7U CN203904846U (en) | 2014-06-25 | 2014-06-25 | Bridge high pier concrete curing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420341500.7U CN203904846U (en) | 2014-06-25 | 2014-06-25 | Bridge high pier concrete curing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203904846U true CN203904846U (en) | 2014-10-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420341500.7U Expired - Fee Related CN203904846U (en) | 2014-06-25 | 2014-06-25 | Bridge high pier concrete curing device |
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| CN (1) | CN203904846U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104947946A (en) * | 2015-03-20 | 2015-09-30 | 深圳建业工程集团股份有限公司 | Water-saving concrete curing technique |
| CN105019358A (en) * | 2015-07-16 | 2015-11-04 | 郑州双杰科技有限公司 | Humidity detection and moisturizing control method and system for large-volume concrete |
| CN106087749A (en) * | 2016-06-21 | 2016-11-09 | 中建市政工程有限公司 | The maintenance process of a kind of water-saving type bridge pier column and curing means thereof |
| CN108265833A (en) * | 2018-02-02 | 2018-07-10 | 广西大学 | Moisturizing reverse osmosis systems after a kind of concrete structure elder generation water storage |
| CN109629423A (en) * | 2018-12-04 | 2019-04-16 | 康松超 | Mass concrete building body curing system and maintenance process |
| CN115961552A (en) * | 2022-12-07 | 2023-04-14 | 山东省路桥集团有限公司 | Hanging basket spraying and curing device for bridge construction |
-
2014
- 2014-06-25 CN CN201420341500.7U patent/CN203904846U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104947946A (en) * | 2015-03-20 | 2015-09-30 | 深圳建业工程集团股份有限公司 | Water-saving concrete curing technique |
| CN105019358A (en) * | 2015-07-16 | 2015-11-04 | 郑州双杰科技有限公司 | Humidity detection and moisturizing control method and system for large-volume concrete |
| CN105019358B (en) * | 2015-07-16 | 2017-05-24 | 郑州双杰科技有限公司 | Humidity detection and moisturizing control method for large-volume concrete |
| CN106087749A (en) * | 2016-06-21 | 2016-11-09 | 中建市政工程有限公司 | The maintenance process of a kind of water-saving type bridge pier column and curing means thereof |
| CN106087749B (en) * | 2016-06-21 | 2018-05-18 | 中建市政工程有限公司 | A kind of maintenance process of water-saving type bridge pier column and its curing means |
| CN108265833A (en) * | 2018-02-02 | 2018-07-10 | 广西大学 | Moisturizing reverse osmosis systems after a kind of concrete structure elder generation water storage |
| CN109629423A (en) * | 2018-12-04 | 2019-04-16 | 康松超 | Mass concrete building body curing system and maintenance process |
| CN115961552A (en) * | 2022-12-07 | 2023-04-14 | 山东省路桥集团有限公司 | Hanging basket spraying and curing device for bridge construction |
| CN115961552B (en) * | 2022-12-07 | 2023-09-08 | 山东省路桥集团有限公司 | Hanging basket spraying maintenance device for bridge construction |
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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 |
Granted publication date: 20141029 Termination date: 20150625 |
|
| EXPY | Termination of patent right or utility model |