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GB/T 12987-2008Concrete hollow floor slab and complete sets for village constructs (English PDF)

乡村建设用混凝土圆孔板和配套构件

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Issued by

General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China; Standardization Administration of China

Level / Type

National · Recommended

Issue date

September 18, 2008

Implementation date

September 1, 2009

Scope

GB/T 12987-2008 is the English-translated version of 乡村建设用混凝土圆孔板和配套构件.

GB/T 12987-2008 is the Chinese national product standard for the hollow concrete floor slabs and the matching components used in village and township building.

It classifies them by code - NYKB and NGKB hollow slabs, YGL and GL lintels, YTL balcony cantilever beams and YLTB, PTB and LTB stair treads - and sets their load levels, from the five hollow-slab live-load grades of 1.5 to 3.5 kN per square metre to the two grades for balcony beams and treads and the six for lintels, along with raw materials, concrete strength grades of C30 and C40, reinforcement cover, appearance and dimensional tolerances and the load-bearing, deflection and cracking tests.

It covers floors, roofs and ceilings in houses, offices and classrooms. It replaces GB 12987-1997 and GB 15230-1994, was issued on 18 September 2008 and has applied since 1 September 2009.

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Document preview — GB/T 12987-2008

National Standard of the People's Republic of China

ICS
91.100.30
Classification
Q 14

Issued by: General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China; Standardization Administration of China

Contents

  • Foreword
  • Introduction
  • 1 Scope
  • 2 Normative references
  • 3 Balcony Beam shape
  • 4 Flat-shaped treads shape
  • 5 Technical requirements

Foreword

Chapter 5 of this standard is mandatory, the rest are recommended.

This standard replaces GB 12987-1997 "rural housing hole with concrete board" and GB 15230-1994 "concrete supporting rural housing member." The main differences between this standard and GB 12987-1997 and GB 15230-1994 are.

Name --- standard was revised to "rural construction with a concrete slab and a supporting member hole";

--- Standards include rural construction with concrete hole plate and rural construction with concrete supporting member;

--- Increased introduction;

--- Added some normative references;

--- Modified tag example;

--- Cancel the original standards and classification requirements;

--- Increasing the prestressing requirements (5.4) and the contents of the original national standard GB 12987-1997 included in Appendix A;

--- Factory inspection items unified concrete strength, size and appearance quality deviation;

--- Delivery inspection batch adjusted to GB 50204-2002 consistent quality appearance and size bias is adjusted to the number of test 10;

--- Increasing the compressive strength of concrete project determined the frequency of the sample make provisions, and clearly monthly assessment;

--- Balcony mechanical properties of the beam test method to modify the standard in Appendix A. Appendix A of this standard is a normative appendix. The standard proposed by China Building Materials Federation.

Introduction

Production and use of rural construction hole with concrete slab and concrete structures, fixtures history for decades, since the beginning of the 1970s, Reinforced concrete hole plate hole prestressed concrete slab, reinforced and prestressed concrete door, window lintels, stair treads, and mixed Balcony concrete beam supporting member is in the countryside, towns built in housing construction has been widely used. In order to regulate rural housing hole with concrete slab And production support member, released in 1991, China's first GB 12987-1991 "rural housing hole with concrete slab," and in 1997 for The revised standard, revised standard GB 12987-1997 "rural housing hole with concrete board"; China issued in 1994

GB 15230-1994 "concrete supporting rural housing member" standard. Rural housing has been released more than a decade with a concrete slab and a supporting member hole standard.

Because of the design specifications, standards-based format and other changes have been made, the original standards for content does not meet the requirements, coupled with the two products are rural construction Concrete component product, test items, and so have many of the same judgment, issued a mandate for this country, requires the integration of these two standards Amendments.

In urban construction, since the building floors high, strict seismic requirements and other reasons, the concrete hole plate has been used less; but in the Rural Construction, Concrete hole plate and the supporting member due to a reasonable structure, easy installation, low construction costs, construction progress fast and so, still is the most important Building materials. As China's construction technology and raising the level of housing construction commonly used to further improve the seismic design of concrete round And the role of the orifice plate supporting member in the Rural Construction will play more and more.

We believe with the national standards of product quality integration amend and enact the implementation of rural construction control board and the hole with concrete supporting member The amount of attention and forcing the production plants around the implementation of the standards authorities, building a harmonious society will have a profound impact, so that Concrete hole plate and the supporting member to better serve new socialist countryside construction. Rural construction hole with concrete panels and supporting member

1 Scope

This standard specifies the rural construction with concrete hole plate (hereinafter referred to as hole plate) and a supporting member (hereinafter referred to as the supporting member) sub Class, raw materials, technical requirements, test methods, inspection rules, factory certification, marking, storage and transportation.

This standard applies to rural and township construction of housing, offices, school classrooms and other buildings used as a floor, roof and ceiling like hole Concrete panels and doors, window lintels (hereinafter referred to as lintels), balcony cantilever beam (hereinafter referred to as the balcony beams) and stair treads (hereinafter referred to as treads) And other supporting member.

2 Normative references

The following documents contain provisions which, through reference in this standard and become the standard terms. For dated references, subsequent Amendments (not including errata content) or revisions do not apply to this standard, however, encourage the parties to the agreement are based on research Whether the latest versions of these documents. For undated reference documents, the latest versions apply to this standard.

GB 175 Common Portland Cement

GB 1499.1 steel reinforced concrete - Part 1: Hot rolled steel

GB 1499.2 steel reinforced concrete - Part 2: Hot rolled ribbed bars

GB/T 5223 prestressed concrete steel wire

GB 8076 concrete admixture

GB 13788 cold rolled ribbed bar

GB/T 14684 building sand

GB/T 14685 building pebbles, gravel

GB 50010 Design of Concrete Structures

GB/T 50081-2002 ordinary concrete mechanical performance test method standards

GB 50119 concrete admixture technical specifications

GB 50164 concrete quality control standards Construction quality concrete structures GB 50204-2002 acceptance

GB J107 Concrete Strength Inspection and Evaluation Standards

JC/T 540 concrete products cold drawn low carbon steel wire

JC/T 624 rural housing component quality concrete detection method JGJ55 ordinary concrete mix design procedures JGJ63 concrete water standards JGJ95 cold rolled ribbed bar design concrete structures Category 3

3 cellular, Ma surface is not more than 1% on the same side area

3 Balcony Beam shape

4 chipping off the side of not more than 1 per piece, length <=40, width <=20 5 Honeycomb is not more than 3% of the same surface area

3.3.1.4 Flat-shaped and L-shaped treads treads shape shown in Figure 4 and Figure 5

3.1 Varieties

Variety and code in Table 1.

3.2 Level

Hole plate normal use of uniformly distributed live load standard value is divided into five levels (see Table 2). Balcony beams and treads respectively different uniform Live load standard value is divided into two levels (see Table 3), an upper lintels bear their weight and wall board passed a uniform load is divided into 6 Levels (see Table 4).

3.3 Specifications

3.3.1 Outline
3.3.1.1 Hole plate shape shown in Figure 1

Millimeters Chou --- plate width; L --- plate length;

3.3.1.2 Lintel shape shown in Figure 2

Millimeters Chou --- lintel width; L --- lintel length; Chou 1 --- L-shaped short side width; Chou 2 --- L-shaped long side width;

a) --- rectangular cross-section;

b) --- a combination of the two rectangular cross-section;

c) --- a combination of two L-shaped cross-section;

d) --- pumping rectangular cross-section of the hole.

3.3.1.3 Balcony beam shape shown in Figure 3

Chou --- balcony beam width; L --- balcony beam length; Balcony beam L1 --- root length;

3.3.2 Cross-sectional dimension, nominal length

3.3.2.1 prestressed plate, non-prestressed plate-sectional dimensions, nominal length shall conform to Table 5, Table 6 provides.

3.3.2.2 lintels, beams and balconies treads sectional dimensions, nominal length shall conform to Table 7, Table 8 and 9 as specified in Table.

Note 1. The brackets 220 are cross-sectional width of non-standard bricks dependent.

3.3.3.1 Prestressed plate structure size Table 10
3.3.3.2 Non-prestressed plate structure size Table 11

3.4 Mark

Hole plate, supporting member of the lintel and the plate-shaped concrete stepping plate varieties, length × width × height, grade, standard number Choreography.

Supporting member balcony Leung varieties, length × width × height balcony beam/tip height, grade, standard number choreography.

Supporting member of the L-shaped treads and prestressed concrete L-shaped stepping plate varieties, length × width × height × thickness, grade No, the standard number choreography. Tag example as follows.

Nominal length of 3800mm, a nominal width of 500mm, a height of 110mm, II grade level farm house with prestressed concrete round Orifice labeled as follows.

NYKB 3800 × 500 × 110 II GB 12987-2008 A length of 3400mm, width of 240mm, height of balcony beam 240mm, tip height of 150mm, loads of level I Balcony beam labeled as follows.

YTL 3400 × 240 × 240/150 I GB 12987-2008 A length of 1000mm, width of 320mm, a height of 150mm, thickness of 35mm, grade level I prestressed L-shaped stepping Board labeled as follows.

YLTB 1000 × 320 × 150 × 35 I GB 12987-2008

4 Flat-shaped treads shape

Chou --- treads wide; L --- treads long;

4.1 Production and hole plate supporting member should adopt the intensity level of not less than 42.5 Common portland cement, its performance should be consistent with GB 175 Provisions.

4.2 fine aggregate shall comply with GB/T 14684 of.

4.3 coarse aggregate crushed stone or gravel should be adopted, its performance should be consistent with the provisions of GB/T 14685, wherein the maximum particle size should not exceed stones Clear distance between two adjacent circular holes, reinforcement spacing should not exceed 3/4, and should comply with the relevant provisions of GB 50204-2002.

4.4 concrete mixing and curing water should comply with the provisions JGJ63.

5 short corner, out of each side of not more than one, length <=40, width <=20

4.6 The use of admixtures, admixtures shall not adversely affect the product performance, admixture shall comply with the relevant product standard before use It must be tested to verify.

Chou --- treads wide; L --- treads long.

4.5

Concrete admixtures shall comply with the provisions of GB 8076. Prestressed prohibited the use of chlorine or other additives salt corrosion of steel Effect of admixtures. Concrete admixture application shall comply with the provisions of GB 50119.

4.7

Of prestressed tendons should adopt CRB650 CRB800 or cold-rolled ribbed steel, carbon steel and may also be scored Steel, non-prestressed members should adopt CRB550 cold-rolled ribbed steel, reinforced concrete Hot rolled I, II grade steel or cold drawn low carbon steel Silk, its performance shall conform to GB 13788, GB T 5223, GB 1499.1, GB 1499.2 540 in the corresponding provisions/and JC/T.

5 Technical requirements

5.6 Mechanical Properties Prestressed indicators should include testing the mechanical properties of the bearing capacity, deflection, and crack inspection; non-prestressed mechanical performance test indicators should be Including capacity, deflection and crack width.

5.1 Production basis

Hole plate, supporting member should be the standard provisions and relevant qualified design unit design drawings for production. Member design It should be consistent with GB 50010, the provisions JGJ95.

5.2 Construction requirements

5.2.1 The reinforced hole plate (wire) concrete protective layer thickness of not less than 15mm. Hole spacing between tendon moderators should not be less than 15mm, when the cold-rolled ribbed steel reinforcement arranged in a larger number of difficulties, may also have two side by side. The outer end plate reinforcement should break elongation Co-design requirements.

5.2.2 prestressed treads no more than 60mm and a height of over prestressed reinforcement beams protective layer thickness of not less than 15mm, height of Protective layer thickness in reinforcement and lintel beams 60mm balcony of not less than 20mm, the thickness of the protective layer of concrete reinforcement treads should not be small To 10mm.

5.2.3 steel processing, welding, banding and installation should comply with the relevant provisions of GB 50204-2002 and shall comply with the requirements of design drawings.

5.3 Prestressing requirements

Tension Stress prestressing when 5.3.1 cold-rolled ribbed steel, prestressed steel wire, prestressed steel wire tensioning procedures and examination requirements Value should be consistent with GB 50010 and the relevant provisions of GB 50204-2002.

5.3.2 each production shift in post-tensioning program should complete at least 1h detection of all steel production line of the actual establishment of prestressed flat Mean. This value is designed to test a predetermined deviation should not exceed ± 5%.

5.4 Concrete Strength

5.4.1 Concrete strength grade. prestressed when cold-rolled ribbed steel bars should not be less than C30, when using carbon steel, not low To C40; non-prestressed member not less than C30. Concrete mix design shall comply JGJ55 of concrete compressive strength detection Inspection shall comply with the provisions of GB/T 50081-2002, the quality control of concrete shall comply with the requirements of GB 50164.

5.4.2 When put Zhang tendons, and member of the same curing condition of concrete compressive strength of not less than 75% of the design strength of concrete grade.

5.4.3 28d standard curing conditions for inspection and evaluation of concrete compressive strength shall meet the requirements of GB J107.

5.4.4 hole plate, when the supporting member and the member with the factory condition curing concrete compressive strength of not less than the design value.

5.5 Appearance quality and size deviation

5.5.1 hole plate appearance quality and size tolerances shall comply with the provisions in Table 12.

5.5.2 supporting member appearance quality and size tolerances shall comply with the provisions of Table 13.

NOTE: Diagonal difference only applies to the stepping plates.

Loose ends length <=50, width <=20 Reinforcement protection Thickness Beam + 10-5 Board + 5-3

Live not more than one rib per piece, length <=50

Projections each tumor is not more than three, highly <=5 size deviation

Length + 10-5 Width 10 ± 5 Height 11 ± 5

Lateral bending <=L/750

Surface flatness 2m length of not more than 7

Lateral bending <=L/750

Surface flatness 2m length of not more than 5 NOTE: Diagonal difference only applies to the stepping plates.

Reinforcement protection layer thickness + 5-3

Hole diameter + 3-5

Diagonal difference <=10

Prestressed center displacement ± 3

5.6.1 Carrying Capacity

5.6.1.1 requires inspection by the design specification of concrete structures, should be conforming to the formula (1) Requirements. gamma0u>=gamma0 [gammau] (1) Where.

Gamma0u --- Load Bearing Test coefficient found that one of the tables listed in GB 50204-2002 test hallmark 9.3.2 reached the Found with the load bearing capacity of test design value (includes weight) ratio. test load bearing capacity design value according to JC/T 624 Shall be calculated;

[Gammau] --- Bearing Test coefficient allowable value, according to GB 50204-2002 Table 9.3.2 access;

Importance factor gamma0 --- structural member supporting member for hole plate and take gamma0 = 1.

5.6.1.2 requires carrying capacity in real time with reinforced inspection shall comply with the formula (2) requirements. gamma0u>=gamma0eta [gammau] (2) Where. […]

......
This preview omits tables, figures, formulas and parts of the technical clauses. The complete document — 14 pages — is available in the English PDF.

Referenced standards

Similar standards

Editions of GB/T 12987

EditionTitleRevisionStatus
GB/T 12987-2008Concrete hollow floor slab and complete sets for village constructscurrent editionCurrent
GB 12987-1997Concrete hollow floor slab for rural horsesmerged into this editionSuperseded
GB 15230-1994Complete sets of rural-housing concrete elementsmerged into this editionSuperseded

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