![\"Cement](\"https:\/\/norimen.net\/wordpress\/wp-content\/uploads\/2020\/12\/2020-12-24-14.14.24.jpg\")
<\/p>\nHello, everyone.<\/p>\n
This is Enta.<\/p>\n
<\/p>\n
You\u2019ll be collecting test specimens (cement slurry) at the site, right?<\/p>\n
Well, things like ground anchor installation, rebar insertion, and piles.<\/p>\n
<\/p>\n
There are all kinds of construction jobs, but when you\u2019re making these test specimens, you just throw them away if they\u2019re way too soft, right? lol<\/p>\n
But what do you do if it\u2019s on the firm side?<\/p>\n
Well, I guess I probably just got the amount of water wrong, lol.<\/p>\n
However, you shouldn't add water here to make it more fluid.<\/p>\n
<\/p>\n
The reason is that once the cement slurry has set, it becomes very porous, making it quite difficult to mix even when water is added.<\/p>\n
That's why, even when I add water, it just bobs around on top of the cement slurry lol<\/p>\n
You could try mixing them, but that would throw off the water-to-cement ratio (W\/C), so water is generally not recommended. (It\u2019s fine if you know the W\/C ratio.)<\/p>\n
If the mixture is too stiff, adjust it by adding a high-performance water-reducing agent such as Leobild 4000.<\/p>\n
<\/p>\n
If you pour the water-reducing agent into a mug and slowly add it to the mixer, it will dissolve into the cement slurry and soften it.<\/p>\n
Let's stop at a level of firmness that allows for some give.<\/p>\n
<\/p>\n
This is just my personal opinion, but when it comes to cement slurry, even though there are control parameters like flow rate, I think it\u2019s better when it\u2019s stiffer.<\/p>\n
As a construction manager, I feel more at ease when things are a bit stricter, lol.<\/p>\n
We're conducting a compressive strength test on these test specimens, but if they feel way too loose, it makes me nervous lol<\/p>\n
The stiffer it is, the less deviation there is during injection, the less bleeding occurs, and the higher the strength\u2014so you can feel confident.<\/p>\n
So, in my workplace, I tend to give instructions that are on the stricter side.<\/p>\n
That said, if the consistency is so thick that it can\u2019t be pumped\u2014or if it significantly reduces workability\u2014I\u2019d say the flow rate is around 17.<\/p>\n
<\/p>\n
There\u2019s also the matter of construction plans and mix designs, but I think that\u2019s something you learn through on-site experience.<\/p>\n
What do you all think?<\/p>\n
<\/p>\n
See you later.<\/p>","protected":false},"excerpt":{"rendered":"
Hello, everyone. This is Enta. You know how you take test specimens (cement slurry) at job sites, right? Like for ground anchor work, rebar insertion, or piles. There are all kinds of projects, but when you\u2019re making these test specimens, if they\u2019re extremely soft, you just throw them away, right? lol But on the other hand, if they\u2019re on the hard side\u2026<\/p>","protected":false},"author":2,"featured_media":7968,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"_bbp_topic_count":0,"_bbp_reply_count":0,"_bbp_total_topic_count":0,"_bbp_total_reply_count":0,"_bbp_voice_count":0,"_bbp_anonymous_reply_count":0,"_bbp_topic_count_hidden":0,"_bbp_reply_count_hidden":0,"_bbp_forum_subforum_count":0,"footnotes":"","jetpack_post_was_ever_published":false},"categories":[28,30,36],"tags":[48,49,70,116,377,3096,4172,4173],"class_list":["post-43308","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-ground-anchor","category-lock-bolt","category-quality","tag-48","tag-49","tag-70","tag-116","tag-377","tag-3096","tag-4172","tag-4173"],"acf":[],"yoast_head":"\n