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household biogas digester construction operation procedures household biogas digester construction standards gb/t4752-2016 construction process requirements concrete construction construction process plastics polypropylene frozen prepared aquatic products angle test bench
GB/T 4752-2016 in English

GB/T 4752-2016 in English

VALID

Operation rules for construction of household anaerobic digesters

  • Issued on:2016-10-13
  • Implemented on:2017-05-01
  • File Format:PDF
  • Delivery:Via email within 1~3 business days
Price(USD): $250.00
$243.00

《GB/T 4752-2016户用沼气池施工操作规程》由TC515(全国沼气标准化技术委员会)归口,主管部门为农业农村部。


Introduction

Overview of household biogas digester construction standards

GB/T4752-2016 "Household biogas digester construction operation procedures" is an important standard for guiding the construction of rural biogas digesters, replacing the previous GB/T4752-2002. This standard comprehensively regulates the site selection, material selection, construction process and quality acceptance of the digester in combination with the needs of modern agricultural development.

Main features and technological evolution

Compared with the old version of the standard, the new version of the specification has made important adjustments in the following aspects:

  • The scope of application has been expanded to cover the construction of different types of digesters.
  • The reference dosage table of cyclone distribution digester materials has been added (see Appendix A.2).
  • The construction process requirements have been optimized, with special emphasis on the stability and sealing of the concrete cast-in-place digester formwork engineering.
  • Added technical specifications for coating sealant construction (Section 8.2) to improve the durability of biogas digesters.

Comparison of standard frameworks

Chapter content GB/T4752-2002 GB/T4752-2016
Scope of application Limited to ordinary household biogas tanks Covering various structures (meander, swirl, separation gas storage, etc.)
Construction preparation Brief site selection and material preparation Detailed requirements for pool type selection and construction plan formulation
Material requirements Basic requirements for cement, sand and gravel, etc. Newly added technical specifications for engineering plastics and glass fiber reinforced plastics (Section 4.10)

Analysis of key construction technologies

Pot excavation and foundation treatment

The maximum allowable depth of pit excavation is divided into different categories such as no groundwater and artificial fill according to soil type and groundwater conditions (see Table 1). For special foundations, such as quicksand foundations, precipitation measures or relocation and avoidance are required (Section 5.3).

Formwork engineering for cast-in-place concrete pools

Formwork engineering is a key link in concrete construction. The outer formwork preferably uses the pit wall as a natural formwork, and the inner formwork can be steel formwork, wooden formwork or brick formwork (Section 6.1). The formwork support is required to have sufficient strength and rigidity, and must be strictly inspected (6.1.4).

Sealing construction technology

The sealing layer is constructed by a four-layer plastering process, with the specific requirements being as follows:

Layers Water-cement ratio Operation requirements Function
First layer Plain ash 0.4~0.5 Brush once Binding layer
Second layer Cement mortar 0.4~0.5 10mm thick, applied in batches Function of skeleton and protective ash

Implementation suggestions and precautions

Material management: Before construction, the material dosage must be selected according to the pool type, and refer to the material reference dosage table in Appendix A (such as Table A.1, Table A.2, etc.) to ensure that the proportion of cement, sand and gravel meets the requirements of the specification.

Construction safety: The formwork removal and concrete maintenance must be strictly carried out in accordance with the standards to avoid structural damage due to premature use. Especially in low temperature environments, effective insulation measures should be taken (7.1.3.8).

Quality control: The construction record form (see Table A.7) is an important basis for quality acceptance. The construction unit must fully fill in the inspection results of key links such as earthwork, formwork, concrete, etc., and attach relevant image materials for archiving.

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