CN108868182A - A kind of concrete structure longitudinal crack method for repairing and mending - Google Patents

A kind of concrete structure longitudinal crack method for repairing and mending Download PDF

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Publication number
CN108868182A
CN108868182A CN201810594421.XA CN201810594421A CN108868182A CN 108868182 A CN108868182 A CN 108868182A CN 201810594421 A CN201810594421 A CN 201810594421A CN 108868182 A CN108868182 A CN 108868182A
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CN
China
Prior art keywords
glue
injection machine
glue injection
concrete structure
crack
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Pending
Application number
CN201810594421.XA
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Chinese (zh)
Inventor
段松福
左言龙
曾鑫
胡孝华
占小金
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.)
Zhejiang China Environmental Protection Building Components Co Ltd
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Zhejiang China Environmental Protection Building Components Co Ltd
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Publication date
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Priority to CN201810594421.XA priority Critical patent/CN108868182A/en
Publication of CN108868182A publication Critical patent/CN108868182A/en
Pending legal-status Critical Current

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    • 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
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0203Arrangements for filling cracks or cavities in building constructions
    • E04G23/0211Arrangements for filling cracks or cavities in building constructions using injection

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

The invention discloses a kind of concrete structure longitudinal crack method for repairing and mending, including following implementation steps, clear up crack mouthful, paste glue injection machine, dead-end fracture, check sealing situation, modulation filling glue, the gum-injecting port of glue-injection machine is connect with the 1st glue injection machine, gradually pressurize, when the filling glue bubble-free of the 2nd glue injection machine outflow, close the 2nd glue injection machine and the 1st glue injection machine, the gum-injecting port of glue-injection machine is connect with the 3rd glue injection machine, gradually pressurize, when the filling glue bubble-free of the 4th glue injection machine outflow, close the 4th glue injection machine, using the sequence injecting glue upwards in turn of above-mentioned one glue injection machine in interval, until injecting glue finishes, finally polish concrete structure fracture faces.Beneficial effects of the present invention:(1)Filler is pressurized to gap depths by the amount that can control required filler;(2)It is easy to operate, it is easy to construct.

Description

A kind of concrete structure longitudinal crack method for repairing and mending
Technical field
The present invention relates to concrete field more particularly to a kind of concrete structure longitudinal crack method for repairing and mending.
Background technique
It is also easy to produce crack in concrete construction use process at present, if generated crack in hardening process, in use process Probably due to the reasons such as concrete shrinkage, sedimentation, temperature difference generate crack, the performance of building is influenced;Especially Structural Engineering, It will appear different form in construction and use process, different degrees of crack, this not only influences the appearance of building, more jeopardizes building Normal use and structure durability.When generating crack in reinforced concrete structures, it may appear that drainage, when no water source Also the moisture attack contained by air due to cause steel bar corrosion and cement neutralisation, and then shorten building service life, because This crack problem is paid close attention to by people.In existing crack repairing processing technique, general injector slip casting method is difficult to control institute The amount of slurries is needed, cannot be filled up compared with large fracture, and pressure is low, the impermeable gap depths of slurries is unable to fracture and carries out effectively Repairing;High-Pressure Grouting Method needs to drill in structure, slot, and destroys former concrete original structure, influences the performance of concrete structure, Influence sight.
Summary of the invention
Purpose of the invention is to overcome the shortcomings in the prior art, provides a kind of easy to operate, controllable filler The Xtah Crude Clay structure part longitudinal crack method for repairing and mending of amount.
To achieve the above object, the present invention uses following technical scheme:
A kind of concrete structure longitudinal crack method for repairing and mending includes following when repairing to concrete structure longitudinal crack Implementation steps:
Crack chisels is gone out V-type or U-shaped, with hair dryer counterincision sealing and concrete structure surface by step 1, cleaning crack mouthful It is cleared up;
Step 2 pastes glue injection machine, the plastic hole of glue injection machine is aligned with crack, and successively interval is viscous from bottom to up in crack along longitudinal direction Paste glue injection machine;Glue injection machine is followed successively by the 1st glue injection machine, the 2nd glue injection machine ... N glue injection machine from the bottom to top;
Joint seal glue is uniformly applied to crack Kou Chu by step 3, dead-end fracture;
Step 4 checks sealing situation, fills the water into the 1st glue injection machine, if water is infused from the 2nd glue injection machine, the 3rd glue injection machine ... N The outflow of glue device, then seal it is intact, it is on the contrary then need repeatedly step 3 and step 4;
Step 5, modulation filling glue, after crack internal water is dry, modulation filling glue;
The gum-injecting port of glue-injection machine connect with the 1st glue injection machine, gradually pressurizes by step 6, injecting glue, to filling out for the 2nd glue injection machine outflow When filling glue bubble-free, close the 2nd glue injection machine and the 1st glue injection machine, the gum-injecting port of glue-injection machine connect with the 3rd glue injection machine, gradually plus Pressure closes the 4th glue injection machine, using the sequence of above-mentioned one glue injection machine in interval when the filling glue bubble-free of the 4th glue injection machine outflow Injecting glue upwards in turn, until injecting glue finishes.
Preferably, the spacing in the step 2 between adjacent glue injection machine is between 15cm -20cm.It is filled out needed for control The amount for filling agent guarantees to fill up crack.
Preferably, needing certain time dry after joint seal glue is smeared in the step 3.Give joint seal glue certain strong Degree, prevents when carrying out step 4, and joint seal glue is broken through in water filling.
Preferably, filling glue domestic demand in the step 5 is added waterproof resin.Reinforce the waterproof effect in crack, increase is built The service life built.
Preferably, the step 6 further includes recycling the filler of glue injection machine outflow.After filler flows out glue injection machine, It is recycled, it can material saving.
Preferably, the pressurization pressure of the step 6 glue-injection machine is between 0.2-0.6MPa.Prevent pressure is excessive from breaking through Joint seal glue.
Preferably, further including step 7 after the step 6, polish concrete structure fracture faces.
Beneficial effects of the present invention:(1)Filler is pressurized to gap depths by the amount that can control required filler;(2) It is easy to operate, it is easy to construct.
Detailed description of the invention
Fig. 1 is process flow chart of the invention.
Specific embodiment
The principle of the present invention is further described in the following with reference to the drawings and specific embodiments:
A kind of concrete structure longitudinal crack method for repairing and mending includes following when repairing to concrete structure longitudinal crack Implementation steps:
Crack chisels is gone out V-type or U-shaped, with hair dryer counterincision sealing and concrete structure surface by step 1, cleaning crack mouthful It is cleared up;
Step 2 pastes glue injection machine, the plastic hole of glue injection machine is aligned with crack, and successively interval is viscous from bottom to up in crack along longitudinal direction Paste glue injection machine;Glue injection machine is followed successively by the 1st glue injection machine, the 2nd glue injection machine ... N glue injection machine from the bottom to top;
Joint seal glue is uniformly applied to crack Kou Chu by step 3, dead-end fracture;
Step 4 checks sealing situation, fills the water into the 1st glue injection machine, if water is infused from the 2nd glue injection machine, the 3rd glue injection machine ... N The outflow of glue device, then seal it is intact, it is on the contrary then need repeatedly step 3 and step 4;
Step 5, modulation filling glue, after crack internal water is dry, modulation filling glue;
The gum-injecting port of glue-injection machine connect with the 1st glue injection machine, gradually pressurizes by step 6, injecting glue, to filling out for the 2nd glue injection machine outflow When filling glue bubble-free, close the 2nd glue injection machine and the 1st glue injection machine, the gum-injecting port of glue-injection machine connect with the 3rd glue injection machine, gradually plus Pressure closes the 4th glue injection machine, using the sequence of above-mentioned one glue injection machine in interval when the filling glue bubble-free of the 4th glue injection machine outflow Injecting glue upwards in turn, until injecting glue finishes.
Spacing in the step 2 between adjacent glue injection machine is between 15cm -20cm.
After joint seal glue is smeared in the step 3, need certain time dry.
Glue domestic demand is filled in the step 5, and waterproof resin is added.
The step 6 further includes recycling the filler of glue injection machine outflow.
The pressurization pressure of the step 6 glue-injection machine is between 0.2-0.6MPa.
Further include step 7 after the step 6, polishes concrete structure fracture faces.
In the present embodiment, crack chisels is gone out into V-type or U-shaped, in order to facilitate the positioning of glue injection machine, and is beneficial to after repairing The intensity for reinforcing concrete, using the channel formed between joint seal glue and crack, being pressurizeed by glue-injection machine, it is logical to be pumped into filler In road, fracture depths gap is repaired, and fissure channel is tamped, and improves the intensity of concrete, increases service life.

Claims (7)

1. a kind of concrete structure longitudinal crack method for repairing and mending, which is characterized in that carried out to concrete structure longitudinal crack It include following implementation steps when repairing:
Step 1, cleaning crack mouthful, goes out V-type for crack chisels, is carried out with hair dryer counterincision sealing and concrete structure surface Cleaning;
Step 2 pastes glue injection machine, the plastic hole of glue injection machine is aligned with crack, and successively interval is viscous from bottom to up in crack along longitudinal direction Paste glue injection machine;Glue injection machine is followed successively by the 1st glue injection machine, the 2nd glue injection machine ... N glue injection machine from the bottom to top;
Joint seal glue is uniformly applied to crack Kou Chu by step 3, dead-end fracture;
Step 4 checks sealing situation, fills the water into the 1st glue injection machine, if water is infused from the 2nd glue injection machine, the 3rd glue injection machine ... N The outflow of glue device, then seal it is intact, it is on the contrary then need repeatedly step 3 and step 4;
Step 5, modulation filling glue, after crack internal water is dry, modulation filling glue;
The gum-injecting port of glue-injection machine connect with the 1st glue injection machine, gradually pressurizes by step 6, injecting glue, to filling out for the 2nd glue injection machine outflow When filling glue bubble-free, close the 2nd glue injection machine and the 1st glue injection machine, the gum-injecting port of glue-injection machine connect with the 3rd glue injection machine, gradually plus Pressure closes the 4th glue injection machine, using the sequence of above-mentioned one glue injection machine in interval when the filling glue bubble-free of the 4th glue injection machine outflow Injecting glue upwards in turn, until injecting glue finishes.
2. a kind of concrete structure longitudinal crack method for repairing and mending according to claim 1, which is characterized in that the step Spacing in two between adjacent glue injection machine is between 15cm -20cm.
3. a kind of concrete structure longitudinal crack method for repairing and mending according to claim 1, which is characterized in that the step After joint seal glue is smeared in three, need certain time dry.
4. a kind of concrete structure longitudinal crack method for repairing and mending according to claim 1, which is characterized in that the step Glue domestic demand is filled in five, and waterproof resin is added.
5. a kind of concrete structure longitudinal crack method for repairing and mending according to claim 1, which is characterized in that the step Six further include the filler for recycling glue injection machine outflow.
6. a kind of concrete structure longitudinal crack method for repairing and mending according to claim 1 or 5, which is characterized in that described The pressurization pressure of step 6 glue-injection machine is between 0.2-0.6MPa.
7. a kind of concrete structure longitudinal crack method for repairing and mending according to claim 1, which is characterized in that the step Further include step 7 after six, polishes concrete structure fracture faces.
CN201810594421.XA 2018-06-11 2018-06-11 A kind of concrete structure longitudinal crack method for repairing and mending Pending CN108868182A (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110374352A (en) * 2019-08-09 2019-10-25 上海悍马建筑科技有限公司 Concrete wall glue injection method and non-return streamer rubber head
CN112160202A (en) * 2020-09-19 2021-01-01 武汉利固建筑加固工程有限公司 Grouting repair method for gap between end of ballastless track plate and mortar cushion
CN113323443A (en) * 2021-06-30 2021-08-31 天津新路广建筑工程有限公司 Concrete crack repairing method applying structural reinforcement
CN113738152A (en) * 2021-09-22 2021-12-03 苏州佳固士新材料科技有限公司 Leakage maintenance construction method for water-return beam
CN114319240A (en) * 2021-12-29 2022-04-12 宁夏水利水电勘测设计研究院有限公司 Method for filling concrete cracks on trench-built slope protection surface
CN114922459A (en) * 2022-05-30 2022-08-19 青建集团股份公司 Construction crack reinforcing apparatus that convenient operation application scope is wide

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CN106316325A (en) * 2016-08-24 2017-01-11 青岛新华友建工集团股份有限公司 High-strength repairing material for concrete cracks and construction method of high-strength repairing material
CN107023176A (en) * 2017-03-29 2017-08-08 中铁十九局集团有限公司 Method and device for repairing crack of low-pressure concrete structure
CN107676107A (en) * 2017-09-20 2018-02-09 中铁十四局集团有限公司 Tunnel reinforcement crack treatment method

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CN105442863A (en) * 2015-11-23 2016-03-30 广东赛力克建筑技术工程有限公司 Method for concrete structural crack repair
CN106316325A (en) * 2016-08-24 2017-01-11 青岛新华友建工集团股份有限公司 High-strength repairing material for concrete cracks and construction method of high-strength repairing material
CN107023176A (en) * 2017-03-29 2017-08-08 中铁十九局集团有限公司 Method and device for repairing crack of low-pressure concrete structure
CN107676107A (en) * 2017-09-20 2018-02-09 中铁十四局集团有限公司 Tunnel reinforcement crack treatment method

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110374352A (en) * 2019-08-09 2019-10-25 上海悍马建筑科技有限公司 Concrete wall glue injection method and non-return streamer rubber head
CN112160202A (en) * 2020-09-19 2021-01-01 武汉利固建筑加固工程有限公司 Grouting repair method for gap between end of ballastless track plate and mortar cushion
CN112160202B (en) * 2020-09-19 2022-04-26 武汉利固工程技术有限公司 Grouting repair method for gap between end of ballastless track plate and mortar cushion
CN113323443A (en) * 2021-06-30 2021-08-31 天津新路广建筑工程有限公司 Concrete crack repairing method applying structural reinforcement
CN113738152A (en) * 2021-09-22 2021-12-03 苏州佳固士新材料科技有限公司 Leakage maintenance construction method for water-return beam
CN114319240A (en) * 2021-12-29 2022-04-12 宁夏水利水电勘测设计研究院有限公司 Method for filling concrete cracks on trench-built slope protection surface
CN114922459A (en) * 2022-05-30 2022-08-19 青建集团股份公司 Construction crack reinforcing apparatus that convenient operation application scope is wide

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Application publication date: 20181123

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