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DIN EN 196-1

水泥试验方法 第1部分:强度测定

DIN EN 196-1

Methods of testing cement Part 1: Determination of strength

版本年份 1994 文件语言 英语 全文 6 页 格式 PDF
DIN EN 196-1 水泥试验方法 第1部分:强度测定封面

标准信息

STANDARD INFORMATION
标准编号
DIN EN 196-1
所属分类
DIN 德国标准
发布机构
CEN
版本年份
1994
文件语言
英语
文件格式
PDF
文件页数
6 页
文件大小
797.59 KB

中文名称为参考译名,文件语言以原文为准。

· 更新:

标准简介

OVERVIEW

中文简介

该标准规定了测定水泥砂浆抗压强度和抗折强度的参考方法。它详细描述了实验室环境要求、设备规格、砂浆制备流程、试件养护及测试程序,适用于ENV 197-1中定义的水泥类型。

English summary

This standard specifies the reference method for determining the compressive and flexural strengths of cement mortar. It details laboratory conditions, equipment requirements, mortar preparation, specimen conditioning, and testing procedures, applicable to cement types defined in ENV 197-1.

以上为根据文件整理的内容简介。

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DIN EN 196-1PDF 第 1 页 · 原页码 1

4 Laboratory and equipment

4.1 Laboratory

The laboratory where preparation of specimens takes place shall be maintained at a temperature of (20 ± 2) °C and a relative humidity of not less than 50 %.

The moist air room or the large cabinet for storage of the specimens in the mould shall be continuously maintained at a temperature of (20 ± 1) °C and a relative humidity of not less than 90 %.

The temperature of the water in the storage containers shall be maintained at (20 ± 1) °C.

The temperature and relative humidity of the air in the laboratory and the temperature of the storage containers shall be recorded at least once a day during working hours.

The temperature and relative humidity of the moist air room or cabinet shall be recorded at least every 4 h. Where temperature ranges are given, the target temperature at which the controls are set shall be the middle value of the range.

4.2 General requirements for the equipment

The tolerances shown on the drawings (figures 1 to 3) are important for correct operation of the equipment in the testing procedure. When regular control measurements show that the tolerances are not met, the equipment shall be rejected or adjusted or repaired where possible. Records of control measurements shall be kept.

Acceptance measurements on new equipment shall cover mass, volume, and dimensions to the extent that these are indicated in this European Standard paying particular attention to those critical dimensions for which tolerances are specified.

In those cases where the material of the equipment can influence the results, the material is specified and shall be used.

4.3 Test sieves

Wire cloth test sieves conforming to the requirements of ISO 2591-1 and ISO 3310-1 shall be of the sizes from ISO 565 given in table 1 (series R 20).

Table 1. Aperture of test sieves
Square mesh size
mm
2,00
1,60
1,00
0,50
0,16
0,08

4.4 Mixer

The mixer shall consist essentially of:

a) a stainless steel bowl with a capacity of about 5 l and of the general shape and size shown in figure 1, and provided with means by which it can be fixed securely to the mixer frame during mixing and by which the height of the bowl in relation to the blade and, to some extent, the gap between blade and bowl can be finely adjusted and fixed;

b) a stainless steel blade of the general shape, size and tolerances shown in figure 1, revolving about its own axis as it is driven in a planetary movement around the axis of the bowl by an electric motor at controlled speeds. The two directions of rotation shall be opposite and the ratio between the two speeds shall not be a whole number.

Where more than one mixer is used, blades and bowls shall form sets which are always used together.

The gap between blade and bowl shown in figure 1 shall be checked every month. The gap of (3 ± 1) mm refers to the situation when the blade in the empty bowl is brought as close as possible to the wall. Simple tolerance gauges ('feeler gauges') are useful where direct measurement is difficult.

The mixer shall operate at the speeds given in table 2.

Table 2. Speeds of mixer blade
Rotation
min-1
Planetary movement
min-1
Low speed140 ± 562 ± 5
High speed285 ± 10125 ± 10

4.5 Moulds

The mould shall consist of three horizontal compartments so that three prismatic specimens 40 mm x 40 mm in cross section and 160 mm in length can be prepared simultaneously.

A typical design is shown in figure 2.

The mould shall be made of steel with walls at least 10 mm thick. The surface Vickers hardness of each internal side face shall be at least HV 200 (see ISO 409-1 and ISO 6507-1).

NOTE 1. A minimum Vickers hardness value of HV 400 is recommended.

The mould shall be constructed in such a manner as to facilitate the removal of moulded specimens without damage. Each mould shall be provided with a machined steel or cast iron baseplate. The mould, when assembled, shall be positively and rigidly held together and fixed to the baseplate.

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