CN102514092B - Method for treating joints of precast beam templates and preventing slurry leakage and pointedness falling - Google Patents

Method for treating joints of precast beam templates and preventing slurry leakage and pointedness falling Download PDF

Info

Publication number
CN102514092B
CN102514092B CN201110399309.9A CN201110399309A CN102514092B CN 102514092 B CN102514092 B CN 102514092B CN 201110399309 A CN201110399309 A CN 201110399309A CN 102514092 B CN102514092 B CN 102514092B
Authority
CN
China
Prior art keywords
polyurethane foam
cranny filler
template
precast beam
templates
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
Application number
CN201110399309.9A
Other languages
Chinese (zh)
Other versions
CN102514092A (en
Inventor
冷铁松
薛江
秦江堂
郭旭斌
王世权
崔胜利
张德祥
裴庆柱
王骑
黄春明
李细贵
将安和
王琛
朱勇
崔丽辉
马赢斌
曹雪燕
李艳锦
李鸿野
才国宁
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.)
FOURTH ENGINEERING Co Ltd OF CCCC FOURTH HIGHWAY ENGINEERING Co Ltd
CCCC Fourth Highway Engineering Co Ltd
Original Assignee
FOURTH ENGINEERING Co Ltd OF CCCC FOURTH HIGHWAY ENGINEERING Co Ltd
CCCC Fourth Highway Engineering Co 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 FOURTH ENGINEERING Co Ltd OF CCCC FOURTH HIGHWAY ENGINEERING Co Ltd, CCCC Fourth Highway Engineering Co Ltd filed Critical FOURTH ENGINEERING Co Ltd OF CCCC FOURTH HIGHWAY ENGINEERING Co Ltd
Priority to CN201110399309.9A priority Critical patent/CN102514092B/en
Publication of CN102514092A publication Critical patent/CN102514092A/en
Application granted granted Critical
Publication of CN102514092B publication Critical patent/CN102514092B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Building Environments (AREA)

Abstract

The invention discloses a method for treating joints of precast beam templates and preventing slurry leakage and pointedness falling. The method comprises the following steps of: mounting the templates according to a design requirement; polishing and cleaning the inner surfaces of the templates, and smearing a releasing agent; performing dust and oil removal treatment on the joints among the templates; humidifying the joints among the templates; shaking a bottled polyurethane foam joint filling agent forth and back for multiple times to fully mix solvents in a bottle; and spraying the bottled polyurethane foam joint filling agent in the joints among the templates by using a glue gun for spraying the foam agent until 40 to 60 percent of the spaces in the joints is full of the polyurethane foam joint filling agent, and thus finishing the treatment of the joints of the precast beam templates for preventing slurry leakage and pointedness falling. The invention aims to provide the method for treating the joints of the precast beam templates and preventing slurry leakage and pointedness falling; the method can be widely applied to the beam ends and the sealed ends of precast beams; the construction process is simple, and is easy to operate; the cost is low; the problem of slurry leakage at the beam ends can be effectively solved; and the method is high in economic and social benefit.

Description

Can mortar leakage prevention, fall the moulding board of precast beam treatment of juncture of corner angle
Technical field
The present invention relates to a kind of can mortar leakage prevention, fall the moulding board of precast beam treatment of juncture of corner angle.
Background technology
Precast beam can be widely used in highway bridge and railway bridge, in the manufacturing process of precast beam, need to, to the shutoff in addition of the gap between template, prevent that spillage from appearring in the gap between template, or cause precast beam to fall corner angle, to guarantee construction quality and the appearance looks elegant of precast beam.Now in the manufacturing process of precast beam; the maximum shutoff mode adopting is the methods such as geotextiles, Puttying, subsides sponge strip; these obstruction methods are owing to can not effectively solving spillage problem; usually can cause precast beam to occur falling the quality problems such as corner angle, outward appearance out-of-flatness, be difficult to meet design and construction requirement.
Summary of the invention
The object of the present invention is to provide a kind of beam-ends end-blocking that can be widely used in precast beam, construction technology is simple, easy to operate, with low cost, can effectively solve beam-ends spillage, have good economic and social benefit can mortar leakage prevention, fall the moulding board of precast beam treatment of juncture of corner angle.
Of the present invention can mortar leakage prevention, fall the moulding board of precast beam treatment of juncture of corner angle, comprise the steps:
A, template is installed according to designing requirement, then template position is proofreaied and correct, by clean the inner surface polishing of template, and smearing release agent;
B, to the seam crossing between template carry out dedusting, processing degreases;
C, the seam crossing between template is carried out to moistening processing;
D, choose performance and meet the canned cranny filler of polyurethane foam of following technical parameter:
Figure GSB0000120084830000011
E, rock canned cranny filler of polyurethane foam repeatedly back and forth, allow tank internal solvent fully mix, then utilize and spray foaming agent glue rifle, in the seam between template, spray canned cranny filler of polyurethane foam, spray to 40% of space in gap---60% is filled up by cranny filler of polyurethane foam;
F, etc. cranny filler of polyurethane foam automatically fill up gap, cranny filler of polyurethane foam is cured to intensity and reaches after established standards, or solidify 8-15 minutes, utilize cutting tool to repair the cranny filler of polyurethane foam of inseam surface between template, the cranny filler of polyurethane foam that protrudes from template is cleaned out, the place of depression is supplemented and fills out cranny filler of polyurethane foam;
G, etc. the cranny filler of polyurethane foam after finishing be cured to intensity and reach after established standards, or solidify 8-15 minutes, to the part smearing release agent that between template, inseam surface cranny filler of polyurethane foam exposes, completing can mortar leakage prevention, fall the moulding board of precast beam joint treatment of corner angle.
Of the present invention can mortar leakage prevention, fall the moulding board of precast beam treatment of juncture of corner angle, if the temperature of canned cranny filler of polyurethane foam is lower than 10 ℃ in wherein said step e, the warm water that batch can be put into 50 ℃ soaked after 5 minutes ,recycling sprays foaming agent glue rifle and spray canned cranny filler of polyurethane foam in the seam between template; If operating environment humidity low enter 60%, the increase ambient humidity of can spraying water, to improve foaming efficiency.
Of the present invention can mortar leakage prevention, fall the moulding board of precast beam treatment of juncture of corner angle, in wherein said step e, spray to 45% of space in gap---55% is filled up by cranny filler of polyurethane foam.
Of the present invention can mortar leakage prevention, fall the moulding board of precast beam treatment of juncture of corner angle, in wherein said step e, spray to 50% of space in gap and filled up by cranny filler of polyurethane foam.
Of the present invention can mortar leakage prevention, fall the moulding board of precast beam treatment of juncture of corner angle, it adopts the distinctive processing method of the present invention, comprise canned cranny filler of polyurethane foam repeatedly, allow tank internal solvent fully mix, then utilize and spray foaming agent glue rifle, in the seam between template, spray canned cranny filler of polyurethane foam, spray to 40% of space in gap---60% by steps such as cranny filler of polyurethane foam fill up, completing can mortar leakage prevention, fall the moulding board of precast beam joint treatment of corner angle.Therefore, the moulding board of precast beam treatment of juncture that the present invention can mortar leakage prevention, fall corner angle has the beam-ends end-blocking that can be widely used in precast beam, and construction technology is simple, easy to operate, with low cost, can effectively solve beam-ends spillage, there is good economic and social benefit.In addition moulding board of precast beam treatment of juncture that can mortar leakage prevention, fall corner angle, of the present invention also has following characteristics:
(1) easy to use, actuator that need not special training, can direct control;
(2) ejection automatically, does not need the equipment of building, and the pressure in inhalator jar can be injected into material in the gap of adjacent two steel forms automatically;
(3) automatic expansion, OCF can automatic expansion be filled into each corner in adjacent two steel form gaps;
(4) moisture-curable, without auxiliary curing agent, curable by airborne moisture;
(5) automatically cohere, do not need effects on surface to carry out pretreatment, steel form is had to good cohesiveness, can effectively solve spillage problem, to some beam-ends shutoff leak outside reinforcing bar, the template hole place's caulking joint of bellows place, there is very good effect.
Therefore moulding board of precast beam treatment of juncture that can mortar leakage prevention, fall corner angle, of the present invention has outstanding substantive distinguishing features and progressive significantly.
Below to the present invention can mortar leakage prevention, the moulding board of precast beam treatment of juncture that falls corner angle is described further.
The specific embodiment
Embodiment 1
The present invention can mortar leakage prevention, fall the moulding board of precast beam treatment of juncture of corner angle, and it comprises the steps:
A, template is installed according to designing requirement, then template position is proofreaied and correct, by clean the inner surface polishing of template, and smearing release agent;
B, to the seam crossing between template carry out dedusting, processing degreases;
C, the seam crossing between template is carried out to moistening processing;
D, choose performance and meet the canned cranny filler of polyurethane foam of following technical parameter:
Figure GSB0000120084830000031
E, rock canned cranny filler of polyurethane foam repeatedly back and forth, allow tank internal solvent fully mix, then utilize and spray foaming agent glue rifle, in the seam between template, spray canned cranny filler of polyurethane foam, spray to 40% of space in gap---60% is filled up by cranny filler of polyurethane foam;
F, etc. cranny filler of polyurethane foam automatically fill up gap, cranny filler of polyurethane foam is cured to intensity and reaches after established standards, or solidify 8 minutes or 10 minutes or 15 minutes, utilize cutting tool to repair the cranny filler of polyurethane foam of inseam surface between template, the cranny filler of polyurethane foam that protrudes from template is cleaned out, the place of depression is supplemented and fills out cranny filler of polyurethane foam;
G, etc. the cranny filler of polyurethane foam after finishing be cured to intensity and reach after established standards, or solidify 8 minutes or 10 minutes or 15 minutes, to the part smearing release agent that between template, inseam surface cranny filler of polyurethane foam exposes, completing can mortar leakage prevention, fall the moulding board of precast beam joint treatment of corner angle.
If the temperature of canned cranny filler of polyurethane foam is lower than 10 ℃ in above-mentioned steps E, the warm water that batch can be put into 50 ℃ soaked after 5 minutes, and recycling sprays foaming agent glue rifle and spray canned cranny filler of polyurethane foam in the seam between template; If operating environment humidity low enter 60%, the increase ambient humidity of can spraying water, to improve foaming efficiency.
In above-mentioned steps E, preferably spray to 45% of space in gap---55% is filled up by cranny filler of polyurethane foam.
In above-mentioned steps E, preferably spray to 50% of space in gap and filled up by cranny filler of polyurethane foam.
Embodiment recited above is described the preferred embodiment of the present invention; not scope of the present invention is limited; design under spiritual prerequisite not departing from the present invention; various distortion and improvement that the common engineers and technicians in this area make technical solution of the present invention, all should fall in the definite protection domain of claims of the present invention.

Claims (4)

1. can mortar leakage prevention, fall the moulding board of precast beam treatment of juncture of corner angle, it is characterized in that comprising the steps:
A, template is installed according to designing requirement, then template position is proofreaied and correct, by clean the inner surface polishing of template, and smearing release agent;
B, to the seam crossing between template carry out dedusting, processing degreases;
C, the seam crossing between template is carried out to moistening processing;
D, choose performance and meet the canned cranny filler of polyurethane foam of following technical parameter:
Figure FSB0000120084820000011
E, rock canned cranny filler of polyurethane foam repeatedly back and forth, allow tank internal solvent fully mix, then utilize and spray foaming agent glue rifle, in the seam between template, spray canned cranny filler of polyurethane foam, spray to 40% of space in gap---60% is filled up by cranny filler of polyurethane foam;
F, etc. cranny filler of polyurethane foam automatically fill up gap, cranny filler of polyurethane foam is cured to intensity and reaches after established standards, or solidify 8-15 minutes, utilize cutting tool to repair the cranny filler of polyurethane foam of inseam surface between template, the cranny filler of polyurethane foam that protrudes from template is cleaned out, the place of depression is supplemented and fills out cranny filler of polyurethane foam;
G, etc. the cranny filler of polyurethane foam after finishing be cured to intensity and reach after established standards, or solidify 8-15 minutes, to the part smearing release agent that between template, inseam surface cranny filler of polyurethane foam exposes, completing can mortar leakage prevention, fall the moulding board of precast beam joint treatment of corner angle.
2. according to claim 1 can mortar leakage prevention, fall the moulding board of precast beam treatment of juncture of corner angle, it is characterized in that: if the temperature of canned cranny filler of polyurethane foam is lower than 10 ℃ in described step e, the warm water that batch can be put into 50 ℃ soaked after 5 minutes, and recycling sprays foaming agent glue rifle and spray canned cranny filler of polyurethane foam in the seam between template; If operating environment humidity low enter 60%, the increase ambient humidity of can spraying water, to improve foaming efficiency.
3. according to claim 2 can mortar leakage prevention, fall the moulding board of precast beam treatment of juncture of corner angle, it is characterized in that: in described step e, spray to 45% of space in gap---55% is filled up by cranny filler of polyurethane foam.
4. according to claim 3 can mortar leakage prevention, fall the moulding board of precast beam treatment of juncture of corner angle, it is characterized in that: in described step e, spray to 50% of space in gap and filled up by cranny filler of polyurethane foam.
CN201110399309.9A 2011-12-06 2011-12-06 Method for treating joints of precast beam templates and preventing slurry leakage and pointedness falling Active CN102514092B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201110399309.9A CN102514092B (en) 2011-12-06 2011-12-06 Method for treating joints of precast beam templates and preventing slurry leakage and pointedness falling

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201110399309.9A CN102514092B (en) 2011-12-06 2011-12-06 Method for treating joints of precast beam templates and preventing slurry leakage and pointedness falling

Publications (2)

Publication Number Publication Date
CN102514092A CN102514092A (en) 2012-06-27
CN102514092B true CN102514092B (en) 2014-05-21

Family

ID=46285295

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201110399309.9A Active CN102514092B (en) 2011-12-06 2011-12-06 Method for treating joints of precast beam templates and preventing slurry leakage and pointedness falling

Country Status (1)

Country Link
CN (1) CN102514092B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114086675A (en) * 2021-11-26 2022-02-25 中建科工集团有限公司 Construction method of waterproof structure of box type movable house

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4219984A (en) * 1978-11-30 1980-09-02 San Maurice G De Method of manufacturing building panels
DE29802172U1 (en) * 1998-02-09 1999-02-04 Braun, August, Schaffhausen Plastering strip for window frames, door frames or the like. at the transition to plaster
CN1606500A (en) * 2001-11-28 2005-04-13 詹姆斯哈迪研究有限公司 Trough-edge building panel and method of manufacture
CN2890235Y (en) * 2006-05-17 2007-04-18 北京建工一建工程建设有限公司 Jointing formwork for structure member
CN201106234Y (en) * 2007-08-10 2008-08-27 张明辰 Heat preserving wall composed of cement foam concrete hollow wall board

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4219984A (en) * 1978-11-30 1980-09-02 San Maurice G De Method of manufacturing building panels
DE29802172U1 (en) * 1998-02-09 1999-02-04 Braun, August, Schaffhausen Plastering strip for window frames, door frames or the like. at the transition to plaster
CN1606500A (en) * 2001-11-28 2005-04-13 詹姆斯哈迪研究有限公司 Trough-edge building panel and method of manufacture
CN2890235Y (en) * 2006-05-17 2007-04-18 北京建工一建工程建设有限公司 Jointing formwork for structure member
CN201106234Y (en) * 2007-08-10 2008-08-27 张明辰 Heat preserving wall composed of cement foam concrete hollow wall board

Also Published As

Publication number Publication date
CN102514092A (en) 2012-06-27

Similar Documents

Publication Publication Date Title
KR101963829B1 (en) Concrete structure cracked composite double layer membrane repair method
KR101963828B1 (en) Composite coating putty composition for repairing crack in concrete structure
CN104695631A (en) Construction method for spraying polyurea waterproof coating on roof
CN103343655B (en) Wall window construction method
CN104652261A (en) Method and system for fast repairing expansion joint based on elastic concrete
KR100639933B1 (en) Elastic flooring and method for producing and constructing the same
CN205329486U (en) Steel roller
CN104452499B (en) A kind of vertical connection plate type unballasted track cement emulsified bitumen mortar gap fast repairing method
CN102627890A (en) Super-energy purifying emulsion paint and preparation method thereof, application thereof and using method thereof
CN101806036A (en) Novel construction process for expansion joint of high-speed railway bridge
CN102514092B (en) Method for treating joints of precast beam templates and preventing slurry leakage and pointedness falling
CN104480815A (en) Method for rapidly repairing cement emulsified asphalt mortar interface connection damage of unit slab ballastless track
KR20060097293A (en) Method for repairing the concrete
CN104711917A (en) Security construction method for sealing expansion joint of airport runway take-off and landing strip
CN108385998A (en) A kind of water leakage through exterior wall repairerment technique
KR101575770B1 (en) Repairing method of concrete structures using epoxy putty and elastomeric epoxy
CN202318559U (en) Prefabricated beam end mould plate seam processing device
JP5385436B1 (en) Repair method for cracked part of board wall of building
KR102171492B1 (en) Waterproofing Method of Circular hollow particle type In response to the construction environment
CN205907910U (en) Inclined roof board rapid hardening spraying rubber impermeability structure
CN101666143B (en) Construction method of polyurethane thermal insulation system by taking large-size face brick as finishing coat
CN109958201A (en) A kind of spray polyurea Waterproof Construction Technique
KR102078174B1 (en) Flexible unit for repairing cracked part of concrete structure and maintenance method of cracked part using the flexible unit
JP2018204265A (en) Joint part repair method
CN103225260A (en) Method for pouring elastic waterproof bridge expansion joint material

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