Calculation of beam side formwork: Don’t let the concrete “run the formwork”! This technical knowledge must read

In the construction of cast-in-place concrete, there is a link that is easily overlooked but directly determines the quality of the project – beam formwork calculation.

Imagine: during pouring, the formwork suddenly “expands”, causing concrete to overflow along the gaps.

Cast In Plate

This not only requires rework and repair, but may also pose a safety hazard.

In fact, as long as one masters scientific calculation methods, they can avoid such problems from the source.

Today, we will break down the core logic of beam side formwork calculation step by step, based on the latest specifications, to help you ensure the quality of construction!.

Academic Frontiers | Engineering Structures: Design, Manufacturing, and Performance of Prestressed Reinforced 3D Printed Concrete Composite

With the development of intelligent construction technology, 3D concrete printing (3DCP) has gradually moved from landscape art to structural engineering due to its advantages of automation, template free, and flexible forming.

The common forms of 3D printing structures currently include reinforced masonry structures, permanent formwork structures, and prestressed concrete segmental assembly structures.

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However, traditional permanent formwork structures have a large self weight, while prestressed assembly structures suffer from insufficient bearing capacity.

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Cement Network Survey: Latest Survey Summary of Concrete Enterprises (9.28)

China Cement Network Cement Big Data Research Institute recently conducted research on some concrete companies.

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According to market feedback, downstream construction sites generally lack funds, and demand is unlikely to improve in the short term.

The focus of mixing plant work is gradually shifting towards payment collection.

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Analysis of Causes and Control Measures for Cracks in Concrete Structures

Cement shrinkage is one of the important internal causes of concrete cracks, mainly including dry shrinkage and thermal shrinkage.

Dry shrinkage cracks are caused by volume shrinkage due to water evaporation after concrete has hardened.

These cracks usually appear as surface microcracks, and although their depth is limited, long-term exposure to the external environment may lead to further structural degradation.

Thermal shrinkage cracks are closely related to the release of hydration heat inside concrete, especially in large volume concrete.

Uneven internal and external shrinkage caused by temperature differences can lead to the formation of cracks, which often occur in the early stages after construction.

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If not controlled in a timely manner, they may evolve into more serious structural problems.

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Research on the key technology of compounding C70 self compacting concrete polycarboxylate superplasticizer

Self compacting concrete refers to concrete that can flow and compact under its own gravity, completely fill the formwork even with dense steel bars, and does not require additional vibration.

The concrete needs to have good ability to pass through the gaps between steel bars without segregation.

The water cement ratio of high-strength concrete is relatively low, and there are many cementitious materials.

The characteristics of high fluidity and non segregation require concrete to have high viscosity.

However, the high-rise pumping of concrete requires it to have low viscosity.

High viscosity can lead to difficulties in concrete pumping, and in severe cases, it can even cause pipe blockage and bursting.

Therefore, how to balance the high flow state and non segregation requirements of high-strength self compacting concrete pumped from high-rise buildings with low water cement ratio and low viscosity is an urgent problem that needs to be solved.

Rebar Wheel Spacers

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Five Common Mistakes in Production Management of Concrete Enterprises

Most concrete enterprises are private enterprises that adopt family style management and lack professional production management personnel, resulting in many loopholes in production management.

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Here, the author shares five common cases that occur in concrete enterprises with colleagues and proposes corresponding preventive measures, hoping to draw attention and prevent similar incidents from happening again.

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Cost estimation of D50 frost resistant C40 concrete material splitting: from foundation to practical use, helping you save millions of

In the field of construction engineering, cost control of concrete has always been a top priority in project management.

Especially in winter construction or cold regions, the use of high-performance materials such as D50 frost resistant C40 concrete is becoming increasingly common, but its cost often causes headaches for construction workers.

Imagine a bridge project where the cost of concrete is out of control, resulting in an overall budget overrun of millions of yuan.

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This is not just a digital game, but also a real loss of profits.

Today, I will take you on a deep analysis of the material cost of D50 frost resistant C40 concrete, from basic concepts to actual calculations, step by step teaching you how to save money and increase efficiency.

Whether you are a project manager, technician, or material procurement personnel, this article can help you master core skills and avoid common pitfalls.

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