![\"Physical](\"https:\/\/norimen.net\/wordpress\/wp-content\/uploads\/2018\/05\/b41ff10402a0a2db20fe42c55c0295e61-600x656.png\")
<\/p>\nHello, everyone.<\/p>\n
This is Enta.<\/p>\n
Things are starting to get a little busy!<\/p>\n
It feels a little daunting, but let's just take it one step at a time!<\/p>\n
<\/p>\n
But that's beside the point.<\/p>\n
![\"Legal](\"https:\/\/norimen.net\/wordpress\/wp-content\/uploads\/2018\/05\/IMGP1238-600x450.jpg\")
<\/p>\n
When assembling sheet pile frames, you drive in the main anchors and auxiliary anchors, right?<\/p>\n
I'm sure you're generally familiar with the meaning of \"main anchor\" and \"secondary anchor.\"<\/p>\n
This is what is commonly known as a slip-resistant anchor.<\/p>\n
The frame is being assembled downwardMain anchor to prevent shifting<\/span><\/strong><\/span>That's it.<\/p>\n This applies only to the rebar prior to spraying; it has no effect after spraying.<\/p>\n That's because we don't know how much force is being applied to this anchor after the spray-applied frame is completed.<\/p>\n This is strictly just a misalignment stop.<\/p>\n However, for the main anchor, we calculate the shear stress to a certain extent during the design phase and assess whether it can accommodate any displacement.<\/p>\n The auxiliary anchors driven into the side frame are also,A device that prevents the side rails from sagging due to spray application<\/span><\/strong><\/span>...and it has no strength.<\/p>\n (The statement that it lacks strength is purely theoretical.)<\/p>\n On drawings, you often see notations like \u201cexactly at the center of the intersection,\u201d \u201cat the right edge of the intersection,\u201d or \u201cat the left edge of the intersection.\u201d<\/p>\n To put it simply, as long as you hit the ball somewhere at the intersection, it's fine, so there's no need to worry about it.<\/p>\n Please look at this diagram. It shows the locations where anchors are to be installed at the intersections of the rebar in the formwork.<\/p>\n \u2460 Right in the middle<\/span><\/strong><\/span><\/p>\n \u2461 Top left<\/span><\/strong><\/span><\/p>\n \u2462 Bottom right<\/span><\/strong><\/span><\/p>\n \u2463 Out of range<\/span><\/strong><\/span><\/p>\n For example, even if the drawing specifies location \u2460, pouring the concrete at locations \u2461 or \u2462 would allow the formwork to bear the load from the start.<\/p>\n There are quite a few supervisors who insist, \u201cYou should build exactly according to the blueprints!\u201d but it\u2019s preferable to do either option \u2461 or \u2462 whenever possible.<\/p>\n And thenStaying United<\/span><\/strong><\/span>Please do this. It will definitely prevent slippage.<\/p>\n What do you think of No. 4?<\/p>\n Personally, I'm fine with it.<\/p>\n This is because there may be cases where pouring cannot be done at locations \u2461 or \u2462.<\/p>\n In cases like that, option \u2463 is also acceptable. There aren't any specific rules. However, there is a rule that requires pouring concrete at the intersections.<\/p>\n Back in the day, since prices weren't based on market rates, there was a time when having more connection points than shown in the photos of incoming materials was a problem.<\/p>\n The same goes for the auxiliary anchors on the side rails.<\/p>\n For this type of sheet pile frame, the market unit price is based on a configuration of 4 main anchors and 6 auxiliary anchors at each intersection (subject to change depending on the frame size),<\/p>\n Since market unit prices apply, a main anchor is required.<\/p>\n If you absolutely cannot place the stake at the intersection, be sure to place it at a suitable location nearby.<\/p>\n WhyAre we going to drive in the main anchor?<\/span><\/strong><\/span>Once you understand that, you can apply it in countless ways.<\/p>\n The same applies when cutting out boxes at intersections, such as for voids. (Construction using ground anchors or rebar insertion methods in combination)<\/p>\n If the ball is too big to fit, it\u2019s possible that it might go out of bounds.<\/p>\n <\/p>\n Since this is a construction site, there are many instances where we can\u2019t build exactly according to the blueprints.<\/p>\n It is important to adapt as needed during construction to prevent defects.<\/p>\n I think the criteria for evaluation are based on how we handled the situation.<\/p>\n <\/p>\n See you later.<\/p>","protected":false},"excerpt":{"rendered":" Hello, everyone. This is Enta. Things have started to get a little busy! It feels a bit overwhelming, but let\u2019s tackle them one by one! But enough of that\u2014when assembling the formwork, we install the main and auxiliary anchors\u2026<\/p>","protected":false},"author":2,"featured_media":6752,"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":[29],"tags":[61,116,290,926,927,6329],"class_list":["post-52061","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-frame-spraying","tag-61","tag-116","tag-290","tag-926","tag-927","tag-1syuannka-pinn"],"acf":[],"yoast_head":"\n![\"Anchor](\"https:\/\/norimen.net\/wordpress\/wp-content\/uploads\/2018\/05\/IMGP1239-600x450.jpg\")
<\/p>\n![\"Main](\"https:\/\/norimen.net\/wordpress\/wp-content\/uploads\/2018\/05\/98a05591d3ba2a94dcf4fc578e2d7727-600x400.jpg\")
<\/p>\n![\"On-Site](\"https:\/\/norimen.net\/wordpress\/wp-content\/uploads\/2020\/02\/2020-02-03-10.33.27.jpg\")
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