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GB/T 9978.10-2026Fire resistance tests of building elements - Part 10: Specific requirements for structural systems (English PDF)

建筑构件耐火试验方法 第10部分:结构体系的特殊要求

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Issued by

SAMR; SAC

Level / Type

National · Recommended

Issue date

March 31, 2026

Implementation date

October 1, 2026

Scope

GB/T 9978.10-2026 is the English-translated version of 建筑构件耐火试验方法 第10部分:结构体系的特殊要求.

GB/T 9978.10-2026 is the Chinese national standard covering testing a structural system rather than a single member - the restraint, the continuity and the load redistribution that a real frame provides and that a furnace test on an isolated beam or column cannot reproduce. Part 10 of the series, first edition of this part, in force since 1 October 2026. It was issued on 31 March 2026 and takes effect on 1 October 2026, as a first edition. The document is under the responsibility of the National Fire and Rescue Administration. This page is published from the official record of the 2026 edition; the clause text of a standard this recent is not yet in circulation, and the figures, limits and tables it contains are those of the document itself, delivered in full with the English translation.

Document preview — GB/T 9978.10-2026

National Standard of the People's Republic of China

ICS
13.220.50
Classification
C 82

Issued by: State Administration for Market Regulation; Standardization Administration of the PRC

Contents

  • 1 Scope
  • 6 Test conditions
  • 6.4 Loading Conditions
  • 7 Specimen Preparation
  • 7.1 General Rules
  • 7.3 Number of Specimens
  • 7.5 Specimen Installation and Constraints
  • 8 Instrument Use
  • 8.1 Temperature Measurement
  • 8.1.2 Test Specimen Thermocouple
  • 8.2 Pressure Measurement
  • 8.3 Deformation Measurement
  • 8.5 Image Acquisition

1 Scope

GB/T 9978.10-2026 is the Chinese national standard covering testing a structural system rather than a single member - the restraint, the continuity and the load redistribution that a real frame provides and that a furnace test on an isolated beam or column cannot reproduce. Part 10 of the series, first edition of this part, in force since 1 October 2026. It was issued on 31 March 2026 and takes effect on 1 October 2026, as a first edition. The document is under the responsibility of the National Fire and Rescue Administration. This page is published from the official record of the 2026 edition; the clause text of a standard this recent is not yet in circulation, and the figures, limits and tables it contains are those of the document itself, delivered in full with the English translation.

This document describes the test methods for the fire resistance performance of structural systems under conditions of overall or partial fire exposure. This document applies to fire resistance testing of building structural systems, including beam-column joints, beam-column planar frames, and beam-column spatial frames. Structure systems, etc.

Note. When an untested structural system meets the direct application scope of the test results specified in Appendix A of this document, a fire resistance test shall be conducted in accordance with the requirements of this document. The obtained fire resistance performance results of the structural system are directly applicable to the same type of untested structural system.

5.Experimental Apparatus The test apparatus used for fire resistance testing includes a test furnace (including burners, furnace exhaust ports, exhaust pipes, exhaust fans, a measurement and control system, and an ignition system). The equipment includes systems, fuel lines, air lines, air blowers, loading devices, constraint and support frames, and measuring instruments, as shown in Figure 1. The testing apparatus shall comply with GB/T 9978.1 regarding the test furnace, loading device, constraint and support frame, thermocouples, and furnace pressure measuring probe. In addition to the relevant requirements for the accuracy of measuring instruments such as heads, loading systems, deformation measuring instruments, and fire resistance integrity measuring instruments, the following requirements must also be met.

a) The internal space of the test furnace meets the requirements for variations in the size of the structural system specimens, specific structural designs, and overall or partial firing conditions;

b) It should be able to set and control the furnace temperature to meet the requirements of 6.1;

c) It should be able to control and monitor the pressure of the hot flue gas inside the furnace to ensure that it meets the requirements of 6.2;

d) Loads and constraints should be applied to the components in an appropriate manner, and the loading devices, constraints, and frame supports should be able to meet the requirements of different structural systems. The test specimens must meet the requirements for variations in load application, constraint methods, and arrangement, while also possessing load control and monitoring functions, and be convenient. For specimen installation;

e) The furnace bottom and its supporting structure should be able to withstand the high-temperature environment inside the furnace, and their load-bearing capacity and location should meet structural requirements. Bottom constraint requirements for system specimens;

f) Fuel lines (systems) shall be equipped with emergency shut-off valves with remote and on-site shut-off capabilities, and necessary fuel leak monitoring measures shall be implemented. measure.

a) Frame fire resistance test

b) Frame specimens

c) Joint fire resistance test

d) Node specimens

6 Test conditions

6.1 Furnace temperature During the test, when the standard fire resistance conditions were used for the fire resistance test, the average furnace temperature (T) and furnace temperature deviation were measured according to the requirements of 8.1.1. The temperature difference (de) should meet the relevant requirements of GB/T 9978.1, such as the heating curve and furnace temperature deviation; when specific fire environment conditions are used for resistance testing... During the fire test, the average furnace temperature (T) and furnace temperature deviation (de) measured according to requirements

8.1.1 should conform to the optional test specifications specified in GB/T 26784. The test includes requirements such as temperature-time curves and furnace temperature deviation.

6.2 Pressure difference inside the furnace During the test, the furnace pressure should meet the following requirements.

a) A linear pressure gradient exists along the height of the furnace. This pressure gradient fluctuates slightly with changes in furnace temperature, ensuring a stable pressure gradient along the height of the furnace. The pressure gradient per meter in the directional direction remains within the range of (13±5) Pa;

b) The pressure value at a specified height inside the furnace is an average value, excluding pressure fluctuations caused by factors such as turbulence, and is the same as the pressure value at the same height outside the furnace. The pressure is related to the pressure; the average pressure value inside the furnace is monitored and its changes are controlled in accordance with the requirements of 9.3.

c) When the test furnace is running, the furnace pressure at the theoretical neutral pressure surface 500mm above the furnace bottom in the heating space is controlled to be 0.

6.3 Constraints and Boundary Conditions In addition to complying with the relevant requirements for constraints and boundary conditions in GB/T 9978.1, constraints and boundary conditions should also conform to the structural system. The actual constraint conditions of the specimen.

6.4 Loading Conditions

6.4.1 The test load values for various load-bearing components in the structural system shall be in accordance with the relevant requirements for loading in GB/T 9978.1. Sure.

6.4.2 The loading conditions of load-bearing vertical partition members in the structural system shall comply with the relevant requirements for loading conditions in GB/T 9978.4.

6.4.3 The loading conditions of load-bearing horizontal partition members in the structural system shall comply with the relevant requirements for loading conditions in GB/T 9978.5.

6.4.4 The loading conditions of beam members in the structural system shall comply with the relevant requirements for loading conditions in GB/T 9978.6.

6.4.5 The loading conditions of column members in the structural system shall comply with the relevant requirements for loading conditions in GB/T 9978.7.

6.4.6 The loading conditions shall conform to the actual loading conditions of the structural system.

6.5 Environmental Conditions The test furnace should be installed in a laboratory, and the size of the laboratory should meet the test requirements. At the start of the test, the ambient temperature should be recorded as the initial temperature. temperature.

6.6 Deviation of test conditions During the test, if the furnace temperature, furnace pressure, or ambient temperature exceeds the upper limit of the deviation of the structural system's fire-exposed conditions, the structural system under such circumstances... The test results are still considered valid.

7.1 General Rules

7.1.1 The structural system specimens selected for the test should be representative in terms of materials, structure, manufacturing process, and installation method, and should preferably be similar to those used in actual applications. The situation is consistent.

7.1.2 When installing structural system specimens within a specific support and constraint frame, it should be ensured that the installation method and the frame itself do not affect the performance of the specimens. To ensure the validity of the experimental results, it is necessary to take measures to avoid significant impacts.

7.1.3 When the structural system includes auxiliary components in practical applications, the auxiliary components should participate in the overall test as part of the test specimen, and Its installation status should be consistent with its actual usage status.

7.2 Specimen Dimensions The specimens should preferably be the actual dimensions of the structural system. If the specimens cannot be tested according to the actual dimensions, a scaled-down model can be used to test the specimens.

Note. Scaled-down model testing refers to using a model smaller than the prototype, without requiring strict similarity conditions, to verify design theory, design assumptions, and calculations. Tests whose main objective is to conduct experiments using methods are also known as small component tests.

7.3 Number of Specimens

7.3.1 For each structural system with specified support structures or constraints, at least one representative specimen shall be selected for fire resistance testing. test.

7.3.2 When a structural system is used in practical applications, changes in external factors such as load-bearing conditions, constraints, installation location, and fire location may lead to... When the fire resistance performance of the structural systems varies significantly, a sufficient number of tests should be selected based on different combinations of test conditions and numerical simulation analysis. Representative specimens were subjected to fire resistance tests.

7.4 Specimen Curing The curing of specimens shall comply with the relevant requirements for specimen curing in GB/T 9978.1.

7.5 Specimen Installation and Constraints

7.5.1 The installation of test specimens should be based on the actual usage conditions of the structural system and in accordance with the methods and procedures recommended by the client.

7.5.2 The furnace interior portion of the specimen should be installed on the furnace bottom support foundation, and should be protected against conditions such as high-temperature expansion, deformation, and movement of the specimen. Under these conditions, reliable support conditions for the specimen should be continuously ensured.

7.5.3 Constraints and support frames shall be provided to limit the high-temperature expansion, deformation and movement of the specimen.

7.5.4 All gaps between the specimen and the constraint support frame shall be sealed with fire-resistant sealing material to prevent the escape of hot fumes. Sealing operation No additional constraints should be imposed on the test specimens.

7.5.5 After the specimen is installed in the furnace, a distance of not less than 500 mm should be maintained between the perimeter of the specimen and the furnace wall.

7.5.6 The installation method of the test specimens should not affect the uniform mixing of high-temperature flue gas in the furnace and normal exhaust.

7.5.7 The support and constraint conditions of the specimen shall be described in detail in the test report and test results.

7.6 Specimen Validation Before the test, the client shall provide the laboratory with the test specimen, along with all structural details, drawings, main components, and their manufacturers and suppliers. List of suppliers. The laboratory shall conduct consistency testing on the test specimens based on the provided information and address any discrepancies as early as possible before the start of the test. The laboratory may request one or more spare specimens with the same structure for component analysis. If the structural consistency of the specimen in all directions cannot be verified before the test, and sufficient data cannot be obtained after the test, then it is necessary to rely on a commissioned contractor. When providing information, this situation should be clearly stated in the test report. The laboratory should still provide a comprehensive and detailed description of the specimen design in the test report. A correct assessment, and accurate and complete recording of its structural details.

8.1 Temperature Measurement

8.1.1 Furnace Thermocouples The following are the regulations for the number, location, and arrangement of thermocouples used for temperature measurement inside the test furnace.

a) The thermocouples used to measure the temperature inside the furnace should be uniformly distributed in three dimensions, and the temperature value of the heated space in the test furnace should be reflected in real time through the measurement and control system. Thermocouples should be evenly distributed within a range of (100±10) mm from the surface of the specimen, and the number of thermocouples should be based on the minimum rule of containing the specimen. The surface area of the specimen should be calculated based on no less than one specimen per

1.5 m^2. For special parts of the specimen (such as nodal areas), the required number of specimens may be adjusted accordingly. Increase the number of thermocouples.

b) The thermocouples shall not be directly impacted by the burner flame, and their placement shall be at least [distance] from all side walls, bottom surface, and top surface of the furnace. 450mm.

c) The thermocouple is securely fixed to ensure that it does not move during the fire resistance test.

d) At the start of the test, the number (n) of effective thermocouples in the furnace should not be less than the minimum number required in 8.1.1a). During the test, if If individual thermocouples are damaged, reducing the number of effective thermocouples in the furnace to (n-1), no measures need to be taken, and the test can continue; if If the number of effective thermocouples in the furnace is less than (n-1), damaged thermocouples should be replaced promptly to ensure effective thermocouple operation throughout the entire test. The number of thermocouples is always no less than (n-1).

e) The operating status of the thermocouples should be checked before each test, and any damaged, worn or malfunctioning thermocouples should be replaced in time.

f) The thermocouple's sensing end should not be embedded in or in contact with the test piece. Otherwise, appropriate failure criteria should be established or clear provisions should be added. Additional information will be provided to minimize its impact.

8.1.2 Test Specimen Thermocouple

8.1.2.1 Back-side thermocouple For specimens containing partition components such as walls and floors, thermocouples should be installed on the unexposed side of the specimen to monitor temperature changes on that side. The requirements and arrangement of thermocouples shall comply with the relevant provisions of GB/T 9978.1 regarding unexposed thermocouples. During the test, any suspected high-temperature points should be measured using a movable thermocouple, and the method of use should comply with GB/T 9978.1. The relevant requirements for mobile thermocouples in China.

8.1.2.2 Internal thermocouple When it is necessary to obtain the internal temperature of a test specimen or special accessory, an internal thermocouple may be used, and its usage method should be based on the individual building component. The actual functional classification conforms to the relevant requirements for internal thermocouples in GB/T 9978.1.

8.1.3 Ambient temperature thermocouple To measure ambient temperature, the thermocouple (or platinum resistance thermometer) should be installed within (1000±500) mm of the unexposed surface of the specimen, but not... It should be affected by thermal radiation from the specimen and/or the test furnace.

8.2 Pressure Measurement

8.2.1 The pressure measuring probe should be installed in a location that facilitates the measurement and monitoring of the furnace pressure, and should not be located on the flue gas pipe or directly exposed to the flame airflow. The impact point should be positioned correctly. The probe measuring tube should be kept horizontal to ensure that the pressure measurement points inside and outside the furnace are at the same height. If using a "T" shaped probe... The measuring probe and the "T"-shaped branch pipe should be kept horizontal. The output of the furnace pressure measuring instrument should be kept at the indoor ambient temperature.

8.2.2 There should be no fewer than four pressure measuring probes, two of which should be placed at a neutral pressure at a height of 500mm above the bottom of the furnace in the heating space. On a plane, at corresponding positions within the same horizontal plane, one is used to measure and control the pressure inside the furnace, and the other is used to measure the pressure of the former. The probes were calibrated. The other two probes were positioned 100mm below the top of the heating space inside the furnace, corresponding to each other on the same horizontal plane. Different locations.

Note. The neutral pressure plane refers to the theoretical interface where the pressure inside and outside the furnace is equal.

8.3 Deformation Measurement

8.3.1 Deformation measuring instruments are used to measure the deformation rate and total deformation of specimens during fire resistance tests, or the total deformation after the test.

8.3.2 Load the specimen 15 minutes before the fire resistance test. After the specimen deformation stabilizes, the measured deformation value shall be taken as the deformation value of this test. Midnight.

8.3.3 Among all the individual building components included in the specimen, relevant components are selected as the objects for measuring deformation and displacement. The measurement of deformation and displacement... Multiple measurements should be taken at different locations on the selected component, and the measurement accuracy should reach

0.1 mm.

8.3.4 The deformation measurement of load-bearing vertical partition members in the structural system shall comply with the relevant provisions of GB/T 9978.4 regarding deformation measurement. Require.

8.3.5 The deformation measurement of load-bearing horizontal partition members in the structural system shall comply with the relevant requirements for deformation measurement in GB/T 9978.5.

8.3.6 The deformation measurement of beam members in the structural system shall comply with the relevant requirements for deformation measurement in GB/T 9978.6.

8.3.7 The deformation measurement of column members in the structural system shall comply with the relevant requirements for deformation measurement in GB/T 9978.7.

8.3.8 Deformation measuring instruments should preferably be installed in locations unaffected by the high temperatures inside the furnace. When deformation measuring instruments may be exposed to high temperatures, they should be... Materials less susceptible to high-temperature interference are used, and fire protection measures can be implemented to protect the deformation measuring instrument, ensuring the validity of the measurement data. In the structure... During the fire resistance test of the system, effective measures should be taken to prevent the deformation measuring instrument from being damaged by high temperature.

8.3.9 High-temperature strain gauges may be selectively placed at key locations on the specimen to continuously collect deformation data throughout the entire process from the start of stress on the specimen until failure. data.

8.4 Fire resistance integrity monitoring The instruments used for measuring the fire resistance integrity of the specimens shall comply with the relevant requirements for fire resistance integrity observation in GB/T 9978.1.

8.5 Image Acquisition

8.5.1 Image acquisition instruments can be used to observe and record the overall or local deformation characteristics of the specimen and the changes in the fireproof protective layer during the fire resistance test. The cracking and detachment process can be used to record unexpected events inside the furnace.

8.5.2 The field of view of the image acquisition instrument can cover the entire specimen or only a key local part of the specimen, but it should ensure that the observe...

......
This preview omits tables, figures, formulas and parts of the technical clauses. The complete document — 24 pages — is available in the English PDF.

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