A concrete retarding accident caused by improper dosage of admixtures

Concrete pouring for the five story structural beams, slabs, and columns of a construction site began at 4:00 pm on August 21, 2017, and was completed around 1:00 am on August 22.

At around 9:00 on August 22nd, construction workers reported that the last two trucks of concrete poured this time did not set, resulting in delayed setting.

Our company sent testing personnel to the site to inspect the situation.

Concrete Lifting Clutch

Other parts have already passed final setting, while the setting part is the last pouring part of the five layer structural slab, which has a soft surface and can be clearly marked with footprints, indicating that the concrete has not yet set initially.

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Analysis of Key Points for Quality Supervision Station Inspection of Pre mixed Concrete Enterprises

The inspection of pre mixed concrete production enterprises by the quality supervision station is a systematic and comprehensive work, covering all aspects of the enterprise’s production and operation.

Lifting Anchor

Its purpose is to urge enterprises to fulfill their main responsibility for quality, establish a sound quality management system, standardize production and operation behavior, and ensure the quality of ready mixed concrete from the source.

Pre mixed concrete production enterprises should attach great importance to the supervision and inspection of the quality supervision station, carefully carry out self-examination and self correction according to the inspection points, timely discover and rectify existing problems, and continuously improve the quality management level of the enterprise.

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The fundamental cause of cracks in cement concrete pavement

The pavement structure of field roads usually consists of a surface layer and a base layer.

For field roads in areas with good roadbed soil, stable hydrological conditions, and non freezing conditions, as long as the roadbed strength and stability meet the requirements, a cushion layer is generally not specifically set up.

Swift Lift Foot Anchor

The basic intention and requirements for the design of cement concrete pavement cushion layer:.

Case warning: Purchasing unqualified concrete, both buyers and sellers cannot escape their responsibilities

Currently, unqualified mixing plants are rampant.

Many construction companies are greedy for low prices and lack awareness of their harm, while legitimate concrete enterprises are squeezed out of the market and unable to tolerate their disturbance.

Magnetic Thread Disc

However, many construction companies are not aware that this behavior has crossed the legal red line – according to Article 62 of the “Regulations on Quality Management of Construction Projects” and related regulations, if the general contractor subcontracts the project to an unqualified unit, it constitutes illegal subcontracting and should be punished according to law.

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10 concrete companies in Hubei Province with abnormal qualifications are not allowed to undertake engineering projects within 3 months

(1) According to relevant regulations, the above 10 enterprises should complete the rectification within 3 months.

During the rectification period, they are not allowed to apply for qualification renewal or related information changes, and are not allowed to undertake engineering projects.

PVC Chamfer

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The Beautiful Revolution of Concrete: Unleashing Unlimited Creativity with Lai Li Lining Mold

With the continuous integration of architectural art and engineering skills, we are no longer satisfied with monotonous cold walls, but pursue a facade expression that can communicate with the environment and resonate with emotions.

In this wave, decorative concrete stands out as the darling of designers due to its inherent strength, simplicity, and plasticity.

Magnetic Thread Disc

To transform imaginative ideas into tangible architectural textures, the core mystery often lies in the concrete formwork that determines the final form at the beginning of pouring.

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Analysis of Difficult Technologies and Key Control Points for Strengthening Large Concrete Structures

With the increasing service life and functional changes of existing buildings, the reinforcement demand for large concrete structures (such as bridges, dams, high-rise building transfer floors, and heavy industrial plants) is becoming increasingly urgent.

Unlike new construction projects, large-scale concrete reinforcement faces unique challenges such as secondary stress under “defective work” conditions, collaborative work between new and old interfaces, and redistribution of stress in large sections.

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This article systematically analyzes the core technical difficulties in the current field of large-scale concrete reinforcement and proposes corresponding countermeasures.

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What factors are related to the durability of structural concrete? What issues should be noted?

The main factors affecting the durability of concrete structures, in addition to their own factors such as raw materials and mix design, are the purpose of the structure (such as the load-bearing capacity), expected service time, and the exposed environment of the structure during service.

Therefore, concrete structures should consider their structural purpose, design service life, and environmental exposure factors, and adopt targeted design measures, construction measures, and maintenance measures to ensure the durability of concrete and steel bars.

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