The close cooperation of the construction unit is the key to ensuring the quality of winter concrete

When pouring concrete for side walls and columns, the concrete should be layered, and the thickness of each layer should not exceed 400mm.

The concrete for beams and slabs should be poured simultaneously, starting from one end and advancing forward.

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The area should be minimized as much as possible during concrete pouring.

Attention should be paid to compacting the bottom and sides of the beam, and the vibrator should not directly touch the steel bars or embedded parts.

The virtual laying thickness of the concrete slab should be slightly greater than the thickness of the slab.

After vibration, it should be smoothed with a wooden trowel and then covered with plastic film.

The insulation layer should be promptly laid on top of it.

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Understand the value of load dynamic coefficient for reinforced concrete structures in one article

When a structure is subjected to dynamic loads (such as vibration, impact, earthquake), due to the fast speed of the load, the structure will generate inertial forces, resulting in internal forces, deformations, and other responses greater than the effect of static loads of the same magnitude.

The dynamic coefficient is a factor that amplifies the static load when converting the dynamic load value into an equivalent static load value for calculation.

It reflects the ratio of the response of the structure under dynamic action to the response under static action.

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Article 5.

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1 of the Load Code for the Design of Building Structures GB50009-2012: For the dynamic calculation of building structure design, when there is sufficient basis, the self weight of heavy objects or equipment can be multiplied by the dynamic coefficient and designed according to the static calculation method.

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List of required concrete test blocks: Understand in one article which type to make, how many sets to make, and why to make (attached with a

Concrete test blocks are a key physical carrier and quantitative basis for controlling quality, verifying performance, and evaluating safety during the construction process.

Their standardized retention, curing, and inspection constitute a technical closed loop for quality control throughout the entire chain from raw materials, mixtures, to physical structures.

In order to eliminate misjudgments and risks caused by improper management of test blocks and ensure that various testing data can truly and reliably reflect the quality of engineering entities, the mandatory requirements and core principles in national standards are extracted and integrated, and this standardized implementation guide is formulated.

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Through systematic diagrams and key points, this guide aims to provide a clear, accurate, and quickly accessible on-site operation basis for project technical, quality, and construction management personnel, so as to effectively transform the normative provisions into ensuring the safety and reliability of engineering structures.

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The influence of various mineral admixtures on early shrinkage and drying shrinkage of C100 concrete

Core tip: The early shrinkage and drying shrinkage of concrete gradually decrease with the increase of fly ash content, and the inhibitory effect of fly ash on early shrinkage is better than that of drying shrinkage; With the increase of mineral powder content, the early shrinkage of concrete increases while the drying shrinkage decreases; The addition of silica fume increases the early shrinkage and drying shrinkage of concrete, and this effect becomes more pronounced with the increase of silica fume content.

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What is the initial setting time after pouring concrete?

The setting time is divided into initial setting time and final setting time.

The initial setting time is the time required from the mixing of cement and water until the cement slurry begins to lose its plasticity.

The final setting time is the time required from the mixing of cement and water until the cement slurry completely loses its plasticity and begins to develop strength.

The setting time of cement is of great significance in construction.

The initial setting time should not be too short, and the final setting time should not be too long.

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Experimental design and practical application research of C50 high-strength and large volume concrete for large bridge piers and columns

With the development of society, high-strength and large volume concrete is widely used in the foundation slabs and bridge structures of super high-rise buildings.

High strength and large volume concrete not only needs to meet strength standards, but also needs to consider controlling the temperature difference between the inside and outside of the concrete, reducing hydration heat, and preventing concrete cracking caused by excessive temperature differences.

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High strength and large volume concrete, especially concrete with a strength exceeding C50, has a high frequency of cracking problems.

Therefore, solving the problem of concrete cracking is currently the focus of crack resistance research.

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The influence of different waiting times and treatment measures on concrete strength

With the development of urban construction, commercial concrete has gradually replaced on-site self mixed concrete in construction projects.

The application of commercial concrete in engineering greatly improves the quality assurance rate of engineering entities, but at the same time, it also gives rise to some problems.

Due to the requirements of urban planning and the limitations of raw material transportation conditions, concrete mixing plants are basically distributed in suburban areas far away from urban areas.

Commercial concrete is transported from the mixing plant to the construction site, and the transportation distance is generally long.

In addition, some accidental factors such as urban traffic conditions, concrete site waiting, and mechanical failures often require several hours for concrete to be mixed with water and poured.

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Characteristics and frost damage of winter construction in concrete engineering

In addition to the specific provisions of the regulations, the winter construction period is divided into three stages to facilitate the management of concrete engineering construction from November 15th to March 15th each year.

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Different technical adjustment plans are formulated according to different temperatures.

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Precast concrete truck stop: a practical choice for urban beautification

In urban beautification and landscape construction, building components that combine functionality and aesthetic value are crucial.

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The precast concrete car stop launched by Yatai Building Materials has become an ideal choice for urban, road and bridge, garden and other scenes with its unique design and excellent quality.

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