CN108203929A - Cast-in-place concrete bent cap maintenance process - Google Patents

Cast-in-place concrete bent cap maintenance process Download PDF

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Publication number
CN108203929A
CN108203929A CN201810093299.8A CN201810093299A CN108203929A CN 108203929 A CN108203929 A CN 108203929A CN 201810093299 A CN201810093299 A CN 201810093299A CN 108203929 A CN108203929 A CN 108203929A
Authority
CN
China
Prior art keywords
water
cast
place concrete
bent cap
concrete bent
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
Application number
CN201810093299.8A
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Chinese (zh)
Inventor
于庭富
谢晓芳
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China 22MCC Group Corp Ltd
Original Assignee
China 22MCC Group Corp Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China 22MCC Group Corp Ltd filed Critical China 22MCC Group Corp Ltd
Priority to CN201810093299.8A priority Critical patent/CN108203929A/en
Publication of CN108203929A publication Critical patent/CN108203929A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods or apparatus specially adapted for erecting or assembling bridges
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/24Safety or protective measures preventing damage to building parts or finishing work during construction
    • E04G21/246Safety or protective measures preventing damage to building parts or finishing work during construction specially adapted for curing concrete in situ, e.g. by covering it with protective sheets

Abstract

The present invention relates to a kind of cast-in-place concrete bent cap maintenance processes.The water-proof nonwoven cloth for including the use of moistening carries out package covering to the cast-in-place concrete bent cap for pouring rear form removal;It is in plastic cloth external application binding rope that plastic cloth and the binding of cast-in-place concrete bent cap is closely knit in one layer of plastic cloth of water-proof nonwoven cloth outer wrapping;The water butt of a storage full water is each side placed on cast-in-place concrete bent cap, the water outlet of water butt and dripping tube one end are connected, the dripping tube other end is positioned over cast-in-place concrete bent cap top appropriate location;The outlet water control valve door on water butt and adjusting water outlet control valve control water yield are opened, realizes the method that bent cap wraps up maintenance of dripping.The maintenance process of the present invention is convenient, improves work efficiency, effectively reduces the working strength of construction personnel, shorten the construction period, engineering cost has been saved, while the concrete curing quality of cast-in-place concrete bent cap can be improved again, there is good economic benefit and social benefit.

Description

Cast-in-place concrete bent cap maintenance process
Technical field
The present invention relates to technical field of building construction, specifically a kind of cast-in-place concrete bent cap maintenance process.
Background technology
Traditional cast-in-place concrete bent cap maintenance process is:Nonwoven cloth bag is used to the cast-in-place concrete bent cap of form removal It wraps up in, water drenching then is carried out to non-woven fabrics, keep non-woven fabrics and cast-in-place concrete bent cap surface wettability;Non-woven fabrics and cast-in-place concrete The evaporation of bent cap surface moisture is fast, and the cast-in-place concrete bent cap to non-textile mulch was needed to water every 1-2 hours, ensures have Enough water conserves cast-in-place concrete bent cap;Due to frequently transporting maintenance water, the work such as watering, to vehicle machine-team and Artificial usage amount is big, and of high cost, efficiency is low, and maintenance effect is bad.
Invention content
Present invention seek to address that the above problem, can improve working efficiency so as to provide one kind, reduce labor intensity, saving The cast-in-place concrete bent cap maintenance side of concrete curing quality after engineering cost, the structure maintenance of guarantee cast-in-place concrete bent cap Method.
The present invention solves described problem, the technical solution adopted is that:
A kind of cast-in-place concrete bent cap maintenance process, carries out in accordance with the following steps:
(1)Cast-in-place concrete bent cap after form removal is needed surface package covering one layer of water-proof nonwoven cloth, to water conservation without Woven fabric and cast-in-place concrete bent cap carry out watering moistening;
(2)Moisture evaporation has been reduced in one layer of plastic cloth of water-proof nonwoven cloth outer wrapping;
(3)Outside plastic cloth, with binding rope by plastic cloth and cast-in-place concrete bent cap binding it is closely knit, make cast-in-place concrete lid Beam is in sealing state;
(4)The water butt of a storage full water is each side placed on cast-in-place concrete bent cap;
(5)One end of the water outlet of water butt and dripping tube is connected, the other end of dripping tube is positioned over cast-in-place coagulation Earth mulch beam top appropriate location;
(6)The outlet water control valve door on water butt and adjusting water outlet control valve control water yield are opened, by water butt Filler adds in maintenance water to water butt, and covers bung and reduce volatilization, drips cast-in-place concrete bent cap progress packing foster Shield.
Using the present invention of above-mentioned technical proposal, compared with prior art, the characteristics of protruding, is:
Maintenance process is convenient, improves work efficiency, and effectively reduces the working strength of construction personnel, shortens the construction period, Engineering cost has been saved, while the concrete curing quality of cast-in-place concrete bent cap can be improved again, there is good economic benefit And social benefit.
Preferably, the further technical solution of the present invention is:
Step(4)In, band is fixed by bucket fixation with bucket.
Description of the drawings
Fig. 1 is the cast-in-place concrete bent cap structure diagram after form removal of the embodiment of the present invention;
Fig. 2 is the cast-in-place concrete bent cap structure diagram of package water-proof nonwoven cloth of the embodiment of the present invention;
Fig. 3 is the cast-in-place concrete bent cap structure diagram of package plastic cloth of the embodiment of the present invention;
Fig. 4 is the cast-in-place concrete bent cap structure diagram under maintenance state of the embodiment of the present invention;
In figure:Water-proof nonwoven cloth 1;Plastic cloth 2;Water butt 3;Bung 4;Filler 5;Outlet water control valve door 6;Water outlet 7;Bucket Fixed band 8;Dripping tube 9;Bind rope 10;Maintenance water 11;Cast-in-place concrete bent cap 12;
Specific embodiment:
With reference to embodiment, the invention will be further described, and purpose, which is only that, more fully understands the content of present invention, therefore, institute The example of act is not intended to limit protection scope of the present invention.
Referring to Fig. 1, Fig. 2, Fig. 3, Fig. 4, a kind of cast-in-place concrete bent cap maintenance process carries out in accordance with the following steps:
(1)First make two circular water butts, water butt material be PVC plastic charging basket, high 0.5m, diameter 0.3-0.4m;Storage The upper end of bucket is provided with filler and is equipped with bung, bung material be PVC plastic lid, high 2 cm, diameter 3cm, positioned at storage Bucket top;The lower position of water butt is provided with water outlet and outlet water control valve door, and outlet water control valve door can for plastics screw thread Valve is adjusted, away from 1 cm of water butt bucket bottom, 1 cm of diameter.
(2)One layer of water-proof nonwoven cloth of package covering, right on the surface of the cast-in-place concrete bent cap after needing form removal Water-proof nonwoven cloth and cast-in-place concrete bent cap carry out watering moistening.
(3)Water-proof nonwoven cloth outer wrapping covers one layer of plastic cloth after moistening, to reduce moisture evaporation and volatilization, using tying up Jag rope binds plastic cloth and cast-in-place concrete bent cap securely, and cast-in-place concrete bent cap is made to be in sealing state, binds rope Material is nylon rope, a diameter of 0.5 cm.
(4)The appropriate location at left and right sides of cast-in-place concrete bent cap top, each water butt for placing a storage full water, uses Bucket fixes band by water butt fixation, and bucket fixes band material as nylon velcro, wide 2 cm, the position in water butt It puts.
(5)One end of the water outlet of water butt and dripping tube is connected, the other end of dripping tube is positioned over cast-in-place Concrete bent cap top appropriate location, a diameter of 1cm of dripping tube, material is PVC plastic pipe.
(6)The outlet water control valve door on water butt, and adjusting water outlet control valve control water yield are opened, is used according to maintenance Water adds in maintenance water to water butt by the filler of water butt upper end, and covers bung and reduce volatilization, realizes cast-in-place mixed Solidifying earth mulch beam wraps up maintenance of dripping.
The maintenance process of the present invention is convenient, improves work efficiency, effectively reduces the working strength of construction personnel, shortens Construction period, engineering cost is saved, while the concrete curing quality of cast-in-place concrete bent cap can be improved again, had fine Economic benefit and social benefit.
The foregoing is merely preferably feasible embodiments of the invention, not thereby limit to the interest field of the present invention, All equivalence changes made with description of the invention and its accompanying drawing content are both contained within the interest field of the present invention.

Claims (2)

1. a kind of cast-in-place concrete bent cap maintenance process, which is characterized in that carry out in accordance with the following steps:
(1)Cast-in-place concrete bent cap after form removal is needed surface package covering one layer of water-proof nonwoven cloth, to water conservation without Woven fabric and cast-in-place concrete bent cap carry out watering moistening;
(2)Moisture evaporation has been reduced in one layer of plastic cloth of water-proof nonwoven cloth outer wrapping;
(3)Outside plastic cloth, with binding rope by plastic cloth and cast-in-place concrete bent cap binding it is closely knit, make cast-in-place concrete lid Beam is in sealing state;
(4)The water butt of a storage full water is each side placed on cast-in-place concrete bent cap;
(5)One end of the water outlet of water butt and dripping tube is connected, the other end of dripping tube is positioned over cast-in-place coagulation Earth mulch beam top appropriate location;
(6)The outlet water control valve door on water butt and adjusting water outlet control valve control water yield are opened, by water butt Filler adds in maintenance water to water butt, and covers bung and reduce volatilization, drips cast-in-place concrete bent cap progress packing foster Shield.
2. cast-in-place concrete bent cap maintenance process according to claim 1, it is characterised in that:Step(4)In, consolidated with bucket Band is determined by bucket fixation.
CN201810093299.8A 2018-01-31 2018-01-31 Cast-in-place concrete bent cap maintenance process Pending CN108203929A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810093299.8A CN108203929A (en) 2018-01-31 2018-01-31 Cast-in-place concrete bent cap maintenance process

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810093299.8A CN108203929A (en) 2018-01-31 2018-01-31 Cast-in-place concrete bent cap maintenance process

Publications (1)

Publication Number Publication Date
CN108203929A true CN108203929A (en) 2018-06-26

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810093299.8A Pending CN108203929A (en) 2018-01-31 2018-01-31 Cast-in-place concrete bent cap maintenance process

Country Status (1)

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CN (1) CN108203929A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110029597A (en) * 2019-05-23 2019-07-19 中国十七冶集团有限公司 A kind of high pier capping beam automatic dripping irrigation curing means and its operating method
CN113858422A (en) * 2021-10-11 2021-12-31 北京好运达智创科技有限公司 Production method of bent cap

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2835926B2 (en) * 1994-06-15 1998-12-14 株式会社ニッカイ Thickening method of concrete slab
CN201800119U (en) * 2010-09-01 2011-04-20 四川公路桥梁建设集团有限公司 Water-saving type automatic spray curing device for precast yard
CN203254507U (en) * 2013-04-22 2013-10-30 中铁四局集团第三建设有限公司 Wet maintenance system for T-beam in sea wind area

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2835926B2 (en) * 1994-06-15 1998-12-14 株式会社ニッカイ Thickening method of concrete slab
CN201800119U (en) * 2010-09-01 2011-04-20 四川公路桥梁建设集团有限公司 Water-saving type automatic spray curing device for precast yard
CN203254507U (en) * 2013-04-22 2013-10-30 中铁四局集团第三建设有限公司 Wet maintenance system for T-beam in sea wind area

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
MENGXIANGWEILQ: "永南干渠大桥盖梁首件开工报告", 《百度文库》 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110029597A (en) * 2019-05-23 2019-07-19 中国十七冶集团有限公司 A kind of high pier capping beam automatic dripping irrigation curing means and its operating method
CN113858422A (en) * 2021-10-11 2021-12-31 北京好运达智创科技有限公司 Production method of bent cap

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Application publication date: 20180626

RJ01 Rejection of invention patent application after publication