CN203254507U - Wet maintenance system for T-beam in sea wind area - Google Patents
Wet maintenance system for T-beam in sea wind area Download PDFInfo
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- CN203254507U CN203254507U CN2013202053663U CN201320205366U CN203254507U CN 203254507 U CN203254507 U CN 203254507U CN 2013202053663 U CN2013202053663 U CN 2013202053663U CN 201320205366 U CN201320205366 U CN 201320205366U CN 203254507 U CN203254507 U CN 203254507U
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- sea wind
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Abstract
The utility model relates to a wet maintenance system for a T-beam in a sea wind area. The wet maintenance system for the T-beam in the sea wind area comprises corrugated pipes with punched holes, elbows with water seepage openings, plastic film and geotechnical cloth, wherein the corrugated pipes with the punched holes are installed on the two sides of the upper plane of the T-beam in a longitudinally symmetrical mode, the elbows with the water seepage openings are evenly distributed at the two side ends of the T-beam in a spaced hanging and clamping installation mode, the water seepage openings of the elbows face the inner sides, the plastic film completely covers a web of the T-beam, and wraps the elbows with the water seepage openings, and the geotechnical cloth coats the whole T-beam. The wet maintenance system for the T-beam in the sea wind area effectively improves the use ratio of maintenance water, saves energy, protects the environment, improves quality of maintenance, reduces maintenance cost, is convenient to disassemble and assemble and rapid in construction, can be repeatedly used, is good in applicability, reduces construction cost, and is easy to popularize.
Description
Technical field
The utility model belongs to construction concrete curing field, relates to the curing means that keeps the concrete surface wettability in sea wind district T beam maintenance processes, the wet system of supporting of especially a kind of sea wind district T beam.
Background technology
Whole covering wind resistance water-keeping material is generally adopted in traditional maintenance process of sea wind district T beam, and carries out maintenance work by carrying out continual watering artificial every day.This method has not only taken a large amount of human resources, and can't guarantee that T beam surface is moisture state always within curing period, cause on the T in sea wind district beam surface the concrete contraction crack occuring generally, seriously influence thereby the bulk strength of T beam and presentation quality caused.
By retrieval, find one piece of publication document relevant with the utility model application:
A kind of automatic sprinkler fire-extinguishing system for the maintenance of T beam, consisted of by water source, water pipe and spray head, it is characterized in that: the spray head of maintenance T beam overlooking surface and maintenance T beam facade, face upward, the spray head at the elevation angle, be connected with vertical distributive pipe on the T beam by three-way connection, be evenly distributed on by every 60-80 cm distance on the T beam cement surface of the overlooking surface of T beam and facade; Vertical distributive pipe on T beam both sides is connected with T-shaped water-main by the working joint on the T-shaped water-main, is distributed in respectively on the longitudinal edge of T beam both sides; T-shaped water-main is connected with the booster water pump outlet pipe; Automatic control system is connected with the reservoir pumping pump motor with booster water pump by power circuit and is connected.This automatic sprinkler fire-extinguishing system, not needing to drop into hand labor, not under the condition of waste water resource, can be that the T beam is created suitable damp condition again, guarantee the normal sclerosis of armored concrete, have the advantage of the every nook and cranny of economy, environmental protection, quick, even maintenance T beam.
By the technical characterictic contrast, above-mentioned publication document structure is complicated, and maintenance effect is general, the waste water source.
The utility model content
The purpose of this utility model is to overcome the deficiencies in the prior art part, provides a kind of sea wind district T beam the wet system of supporting, and this apparatus structure is simple, and processing is quick, and is easy to operate, can effectively reduce artificial curing time, saves better construction cost.
The technical scheme that its technical problem that solves the utility model adopts is:
The wet system of supporting of a kind of sea wind district T beam, comprise the punching bellows, carry seepage mouth elbow and plastic sheeting, geotextiles, it is characterized in that: vertical symmetrical bellows that punches together of respectively installing in the both sides, upper plane of T beam, hang to clamp at the uniform interval of T beam two side ends and carry the seepage mouth elbow, the elbow seepage mouth is towards the inboard, be coated with plastic sheeting in T web position, this plastic sheeting will carry in the seepage mouth elbow is wrapped in, in whole T beam outer cladding geotextiles comprehensively.
And described punching bellows is along the parallel laying of the vertical total length of T beam.
And, describedly carry the seepage mouth elbow every 2m lays together along the uniform interval of T beam two side ends.
Advantage of the present utility model and good effect are:
1, this wet system of supporting adopts double-deck windproof structure, and skin is the double width geotextiles, adds moistening rear its deadweight of water and can guarantee that it is at beam outline line maintenance state straight down; Internal layer is plastic sheeting, add water and can effectively be adsorbed on T beam surface after moistening, inside and outside two-layer windproof structure can effectively avoid wind to take away concrete surface wet steam and the phenomenon of the concrete face crack that causes, more effectively guarantee the maintenance quality of sea wind district Precast T-Beam, guarantee that T beam concrete quality is not subjected to air-dry and impact lack of water between curing period, material is common, is convenient to processing, and cost is lower.
2, this wet curing water of supporting system infiltrates into back plate surface voluntarily by the punching bellows, and in the surface cross flow of T beam, water distribution is even; The vertical water system that carries the elbow seepage mouth can be collected the water of beam slab surface cross flow, water droplet is filled with to the adhesion type plastic sheeting of beam surface, consist of water supply and water retention system by said structure, can guarantee that curing water can infiltrate into the precast beam surface comprehensively, and simple in structure, easy to maintenance, when change in size, be easy to repacking.
3, this wet foster system improves the utilization rate of curing water effectively, and energy-conserving and environment-protective improve maintenance quality, reduce maintenance cost, are convenient to dismounting, and quick construction can be used repeatedly, and applicability is strong, saves construction cost, is easy to promote.
Description of drawings
Fig. 1 is structure cross-sectional schematic of the present utility model;
Fig. 2 is the top view that removes plastic sheeting and geotextiles of Fig. 1.
The specific embodiment
Be described in detail embodiment of the present utility model below in conjunction with accompanying drawing, need to prove, present embodiment is narrative, is not determinate, can not limit protection domain of the present utility model with this.Implementation process is for to install by the figure sequence number:
The wet system of supporting of a kind of sea wind district T beam comprises punching bellows 1, carries seepage mouth elbow 2 and plastic sheeting 3, geotextiles 5, and the structure of this system is:
In the both sides, upper plane of T beam 4 vertically symmetrical each the bellows that punches together is installed, this punching bellows is as the vibration means for main pipe for supplying water road, along the parallel laying of the vertical total length of T beam, the uniform plane spread supplies water on the T beam in the concrete curing process, with plane on the maintenance T beam; To carry the suspension of seepage mouth elbow and be installed on T beam two side ends, the elbow seepage mouth is towards the inboard, make curing water flow into the web position of T beam, every 2m lays together along the uniform interval of T beam two side ends to carry the seepage mouth elbow, in the concrete curing process, form vertical drip irrigation water system, keep T beam beam body side surface concrete surface wettability; At the comprehensive covered with plastic film in T web position, this plastic sheeting will carry in the seepage mouth elbow is wrapped in, and make the water can the moist curing web; In whole T beam outer cladding geotextiles, to keep the moist curing of whole T beam.
Plastic sheeting and geotextiles can arrange multilayer, set according to actual needs the number of plies.
Instantiation of the present utility model is:
The diameter 1cm of the punching bellows that adopts is made by pvc pipe, eyelet footpath 3mm, eyelet spacing 5cm, quincuncial arrangement; Carry the diameter 2cm of seepage mouth elbow, pvc pipe partly cuts open, and the top mouthful stays 5cm not cut open, by the groove screens and be suspended on the T beam sides; Geotextiles and plastic sheeting are the market common materials.
Claims (3)
1. the wet system of supporting of a sea wind district T beam, comprise the punching bellows, carry seepage mouth elbow and plastic sheeting, geotextiles, it is characterized in that: vertical symmetrical bellows that punches together of respectively installing in the both sides, upper plane of T beam, hang to clamp at the uniform interval of T beam two side ends and carry the seepage mouth elbow, the elbow seepage mouth is towards the inboard, be coated with plastic sheeting in T web position, this plastic sheeting will carry in the seepage mouth elbow is wrapped in, in whole T beam outer cladding geotextiles comprehensively.
2. the wet system of supporting of sea wind district T beam according to claim 1, it is characterized in that: described punching bellows is along the parallel laying of the vertical total length of T beam.
3. the wet system of supporting of sea wind district T beam according to claim 1 is characterized in that: describedly carry the seepage mouth elbow every 2m lays together along the uniform interval of T beam two side ends.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013202053663U CN203254507U (en) | 2013-04-22 | 2013-04-22 | Wet maintenance system for T-beam in sea wind area |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013202053663U CN203254507U (en) | 2013-04-22 | 2013-04-22 | Wet maintenance system for T-beam in sea wind area |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203254507U true CN203254507U (en) | 2013-10-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013202053663U Expired - Fee Related CN203254507U (en) | 2013-04-22 | 2013-04-22 | Wet maintenance system for T-beam in sea wind area |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203254507U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105773833A (en) * | 2016-03-25 | 2016-07-20 | 陈芳斌 | T-shaped sheet pile forming die and production of T-shaped sheet piles |
| CN107839060A (en) * | 2017-11-21 | 2018-03-27 | 中国有色金属工业第十四冶金建设公司 | A kind of curing system of beam prefabricated fields of T and its maintenance process |
| CN108203929A (en) * | 2018-01-31 | 2018-06-26 | 中国二十二冶集团有限公司 | Cast-in-place concrete bent cap maintenance process |
-
2013
- 2013-04-22 CN CN2013202053663U patent/CN203254507U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105773833A (en) * | 2016-03-25 | 2016-07-20 | 陈芳斌 | T-shaped sheet pile forming die and production of T-shaped sheet piles |
| CN105773833B (en) * | 2016-03-25 | 2018-03-30 | 陈芳斌 | A kind of production method of T-shaped sheet pile mould and T-shaped sheet pile |
| CN107839060A (en) * | 2017-11-21 | 2018-03-27 | 中国有色金属工业第十四冶金建设公司 | A kind of curing system of beam prefabricated fields of T and its maintenance process |
| CN108203929A (en) * | 2018-01-31 | 2018-06-26 | 中国二十二冶集团有限公司 | Cast-in-place concrete bent cap maintenance process |
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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: 20131030 Termination date: 20160422 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |