This Decision issues the Vietnam Construction Standard TCXD VN 316:2004 on Lightweight Concrete Block - Technical Requirements, applicable to load-bearing structures and thermal insulation in construction works. It provides detailed specifications regarding size, dry volume weight, compressive strength, and testing methods for lightweight concrete blocks.
적용 범위
Institute of Building Materials, production units and users of lightweight concrete blocks in construction.
핵심 사항
- Lightweight concrete blocks are classified into grades D400 to D1200 based on dry volume weight from 400 to 1200 kg/m3.
- The compressive strength of lightweight concrete blocks is divided into levels M10 to M100, corresponding to compressive strengths from 1.0 N/mm2 to 10.0 N/mm2.
- Size deviation of the block does not exceed ±4mm (length), ±3mm (width and height).
- Defects in shape are specified in detail in Table 2.
- Testing method according to the Vietnam Construction Standard TCXDVN:...:2004.
🌐 이 문서의 사회적 영향
- Establish clear standards for the production and use of lightweight concrete blocks, helping to improve the quality of construction works.
- Reduce the risk of size deviation and shape defects in lightweight concrete blocks.
❓ 자주 묻는 질문
What types are lightweight concrete blocks classified into?
Lightweight concrete blocks are classified into grades D400, D500, D600, D700, D800, D900, D1000, D1100, D1200 based on dry volume weight from 400 to 1200 kg/m3.
What levels of compressive strength are lightweight concrete blocks divided into?
The compressive strength of lightweight concrete blocks is divided into levels M10, M15, M20, M25, M30, M35, M50, M75, M100, corresponding to compressive strengths from 1.0 N/mm2 to 10.0 N/mm2.
How is the size deviation of lightweight concrete blocks regulated?
Size deviation of the block does not exceed ±4mm (length), ±3mm (width and height).
How are defects in the shape of lightweight concrete blocks regulated?
Defects in the shape of lightweight concrete blocks do not exceed specific levels detailed in Table 2, including angularity deviation, warpage on the bottom surface and edges, and number of edge/chip defects.
How is the testing method for lightweight concrete blocks regulated?
Testing method according to the Vietnam Construction Standard TCXDVN:...:2004, details not provided in this document.
전문
|
MINISTRY OF CONSTRUCTION
|
SOCIALIST REPUBLIC OF VIET NAM
Independence – Freedom – Happiness
|
| Number: 15/2004/QĐ-BXD | Hanoi, June 10, 2004 |
DECISION OF THE MINISTER OF CONSTRUCTION
Regarding the issuance of the Vietnamese Construction Standard Male TCXD VN 316: 2004
"Lightweight Concrete Block - Technical Requirements"
THE MINISTER OF CONSTRUCTION
On the basis of Decree No. 36/2003/NĐ-CP dated April 4, 2003 of the Government stipulating the functions, tasks, powers, and organizational structure of the Ministry of Construction;
Based on the minutes of the meeting 21/05/2004 of the Professional Science and Technology Council to approve the standard "Lightweight Concrete Block - Technical Requirements";
Considering the proposal of the Director of the Institute of Building Materials at Circular No. 448/VLXD-KHKT dated May 31, 2004, and that of the Director of the Department of Science and Technology;
DECISION:
Article 1: Issuing along with this Decision is one Vietnamese Construction Standard TCXD VN 316: 2004 "Lightweight Concrete Block - Technical Requirements".
Article 2: This Decision shall take effect fifteen days from the date of publication in the Official Gazette.
Article 3: The Heads of the Ministry's Office, the Department of Science and Technology, the Director of the Institute of Building Materials, and the Heads of related units are responsible for implementing this Decision./.
| THE MINISTER OF CONSTRUCTION (Signed) Nguyen Hong Quan |
Lightweight Concrete Block - Technical Requirements
Blocks of lightweight concrete – Specifications
1 Scope
This standard applies to lightweight concrete blocks manufactured from cement, fine aggregates, foaming agents or gas-forming materials for load-bearing structures, thermal insulation structures, and thermal insulation in construction projects.
2 Referenced Documents
TCXDVN…:2004 – Lightweight Concrete Block – Testing Methods
3 General Provisions
Lightweight concrete blocks according to this standard are products in block form with dry bulk density ranging from 400 to 1200 kg/m³.3.
Foaming agents are surface-active substances that form stable foam when strongly dispersed in water.
Gas-forming agents are metal powders (Al, Zn, etc.) capable of reacting with Ca(OH)₂2 to produce hydrogen (H₂2) or other gases.
4 Classification, Basic Dimensions, and Conventional Symbols
4.1 According to dry bulk density, lightweight concrete blocks are classified into the following grades:
D400, D500, D600, D700, D800, D900, D1000, D1100, D1200
4.2 According to compressive strength at 28 days converted to standard moisture content of 10%, lightweight concrete blocks are classified into the following grades:
M10, M15, M20, M25, M30, M35, M50, M75, M100
4.3 According to dimensions, the basic dimensions of lightweight concrete blocks are specified in Table 1
Table 1 - Basic Dimensions
Unit of measurement: millimeters
|
Length (l) |
Width (b) |
Height (h) |
|
300 |
100 |
150 |
|
300 |
150 |
200 |
|
400 |
105 |
200 |
|
400 |
220 |
200 |
Note: Lightweight blocks of different sizes than those listed in Table 1 may be produced.
4.4 The conventional symbol for lightweight concrete blocks is recorded in the following order:
BLB-700/25 TCXDVN…:2004
Where:
BLB: Lightweight concrete foam block (if it is a lightweight concrete air block - BLK)
700: Dry bulk density
25: Compressive strength grade of the product
TCXDVN …2004: Standard number and year of issuance.
5 Technical Requirements
5.1 Dimensional deviations of the blocks shall not exceed the following limits:
Length (l): ± 4mm
Width (b): ± 3mm
Height (h): ± 3mm
5.2 Defects in shape of the blocks shall not exceed the limits set out in Table 2
Table 2 - Shape Defects
|
Type of defect |
Level |
|
1. Angular deviation, mm, not exceeding |
4 |
|
2. Warp on bottom face, edge face, mm, not exceeding |
3 |
|
3. Number of edge cracks, corner cracks from 10mm to 15mm deep, 10mm to 20mm long, not exceeding |
4 |
5.3 Dry bulk density grades are specified in Table 3
Table 3 - Dry Bulk Density Grades
|
Grade |
Dry bulk density, kg/m³, not exceeding3D400 |
|
D500 |
400 |
|
D600 |
500 |
|
D700 |
600 |
|
D800 |
700 |
|
D900 |
800 |
|
D1000 |
900 |
|
D1100 |
1000 |
|
D1200 |
1100 |
|
5.4 Compressive strength grades are specified in Table 4 |
1200 |
Table 4 - Compressive Strength Grades
Compressive strength at 28 days, N/mm²
|
Grade |
(daN/cm²), not less than2 M102M15 |
|
M20 |
1,0 (10) |
|
M25 |
1,5 (15) |
|
M30 |
2,0 (20) |
|
M35 |
2,5 (25) |
|
M50 |
3,0 (30) |
|
M75 |
3,5 (35) |
|
M100 |
5,0 (50) |
|
5.5 Dry bulk density grades must correspond to compressive strength grades as specified in Table 5. |
7,5 (75) |
|
Table 5 - Correspondence between Dry Bulk Density Grades and Compressive Strength Grades |
10,0 (100) |
Dry bulk density grade
Compressive strength grade, not less than
|
6 Test Methods |
In accordance with TCXDVN:…:2004 |
|
D500 |
M20 |
|
D600 |
M25 |
|
D700 |
M30 |
|
D800 |
M35 |
|
D900 |
M50 |
|
D1000 |
M75 |
|
D1100 |
M100 |
|
D1200 |
5.5 Dry bulk density grades must correspond to compressive strength grades as specified in Table 5. |
|
5.4 Compressive strength grades are specified in Table 4 |
Table 5 - Correspondence between Dry Bulk Density Grades and Compressive Strength Grades |
7 Labeling, Storage, and Transportation
7.1 Lightweight concrete blocks are delivered in lots, each lot consisting of products of the same size and grade. The typical lot size does not exceed 5,000 pieces.
7.2 Upon shipment, there must be a test certificate for the lot indicating compliance with the requirements of this standard, including the following information:
Name and address of the production facility
Date of manufacture
Lot number
Quality indicators according to this standard
Conventional symbol of the product
7.3 Products should be neatly stacked on specialized pallets. The height of each stack should not exceed 1.5 meters. Pallets of products need to be covered to protect against water.
7.4 Products can be transported by any means and must be carefully covered and cushioned to prevent damage to corners and edges./.
7.3 Products shall be neatly stacked in专用的托盘上。每堆的高度不得超过1.5米。产品托盘需要覆盖防水。
7.4 Products shall be transported by all means of transport and properly covered and secured to prevent damage to corners and edges./.
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