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Analysis, Judgment, And Treatment Of Structural Cracks In Concrete Beams
The previous article mentioned the analysis, judgment, and treatment of cracks in concrete structures - column section, which is very popular. Today, we will continue to bring you an article on the analysis and treatment of structural cracks in concrete beams.
This article takes the location and morphology of cracks in concrete structures as clues, lists the causes, properties, and impact on structures of 14 common cracks, and provides targeted treatment suggestions.
Analysis, Judgment, And Treatment Of Structural Cracks In Concrete Beams(1)
8.
Cross edge upper area
Vertical cracks from top to bottom, not penetrating
Reasons for crack formation?
Negative bending moment tension
Dismantling the mold too early
Insufficient concrete strength
Insufficient reinforcement
Reinforcement displacement
Accidental overload
Cracks?
Stress cracks
Construction cracks
Impact of cracks?
When the width is large insecurity
Affects visibility
It basically does not affect the bearing capacity
Affects durability
Crack treatment?
Covering cracks
Reinforcement if necessary
9.
Cross edge upper and lower areas on both sides
Vertical cracks in the upper and lower areas, not penetrating
Reasons for crack formation?
Settlement difference
Relative displacement causes restrained bending moment to crack in tension
Crack?
Forced displacement causes stress cracks
Construction cracks
The impact of cracks?
Insecurity when the width is large
Affects visibility
May affect load-bearing capacity
Affects durability
Crack treatment?
Covering cracks
Reinforcement if necessary
10.
Beam side waist area
Equal spacing vertical cracks, wide in the middle and narrow at both ends
Reasons for crack formation?
Insufficient reinforcement in construction
Insufficient maintenance
Dry shrinkage cracks
Crack?
Construction and maintenance defects
Residual cracks
The impact of cracks?
Insecurity when the width is large
Affects visibility
Not affecting load-bearing capacity
Affects durability
Crack treatment?
Masking cracks after stable development
11.
At the junction of main and secondary beams
Octagonal cracks in the lower area of the secondary beam under concentrated load
Reasons for crack formation?
Small cross-section of the main beam
Insufficient concrete strength
Insufficient local reinforcement leads to tensile cracking of concrete
Crack?
Stress induced tensile cracks caused by design and construction defects
The impact of cracks?
Insecurity
Affects visibility
Has an impact on local bearing capacity and durability
Crack treatment?
Covering cracks
Reinforcement treatment is required
12.
Reinforcement overlap connection area
Local transverse cracking at both ends of the overlapped steel bars
Reasons for crack formation?
Joint at high bending moment
Large percentage of joint area
Insufficient overlap length
Insufficient coupling
Insufficient protective layer
Crack?
Construction structure cracks
The impact of cracks?
Insecurity
Affects visibility
When the crack is large, it may affect the local bearing capacity
Affects durability
Crack treatment?
Covering cracks
Reinforcement treatment if necessary
13.
The concave corner area below the folded beam
Cracking in local areas caused by concave corners and corners
Reasons for crack formation?
Insufficient anchoring of steel bars on both sides
Local stress concentration
Insufficient concrete strength
Crack?
Construction structure cracks
The impact of cracks?
Insecurity
Affects visibility
Greater width may have an impact on local bearing capacity
Affects durability
Crack treatment?
Covering cracks
Reinforcement treatment if necessary
14.
Variable cross-section beam concave corner area
Cracking through section along concave angle
Reasons for crack formation?
Tensile cracking caused by temperature and shrinkage
Insufficient reinforcement in construction
Crack?
Construction and maintenance cracks
Temperature shrinkage cracks
The impact of cracks?
Insecurity
Affects visibility
It basically does not affect the bearing capacity
Affects durability
Crack treatment?
Timely sealing of cracks
Reinforcement treatment if necessary
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