{"id":1885,"date":"2016-12-02T09:03:59","date_gmt":"2016-12-02T00:03:59","guid":{"rendered":"https:\/\/norimen.net\/wordpress\/?p=1885"},"modified":"2026-05-16T22:52:50","modified_gmt":"2026-05-16T13:52:50","slug":"reinforcing-bar-overlap-direction-frame","status":"publish","type":"post","link":"https:\/\/norimen.net\/en\/rebar-overlap-direction-frame\/","title":{"rendered":"Stacking Direction of Reinforcing Bars in the Frame | Transmitting Tensile Stress via Longitudinal Splices"},"content":{"rendered":"

Hello, everyone.<\/p>\n

This is Enta.<\/p>\n

It's gotten crazy cold, hasn't it?<\/p>\n

It's almost time for Japanese shorts!<\/p>\n

The History of Steteco<\/a><\/span><\/strong><\/span><\/span><\/p>\n

\n

But that's beside the point.<\/p>\n

 <\/p>\n

This is another post about rebar, but back when I asked about overlapping rebar (around 2011), is this okay?<\/p>\n

I received an email that said...<\/p>\n

Apparently, it was an instruction from someone at the government office who was contracted to handle the work.<\/p>\n

\"Reinforcing<\/p>\n

This is bad, isn't it?<\/p>\n

In the case of a steel frame, no stress is applied to the cross-section of the frame.<\/p>\n

There\u2019s pressure coming from behind the legal framework, isn\u2019t there?<\/p>\n

The joint transmits the tensile force acting on the rebar<\/strong><\/span><\/p>\n

Since it's necessary to be able to communicate effectively,<\/strong><\/span><\/p>\n

When I think about it, the joints in the rebar are, after all,\u7e26<\/span>will be.<\/strong><\/span><\/p>\n

\"Legal<\/p>\n

The distance between overlapping reinforcing bars in the horizontal and vertical directions is<\/p>\n

As mentioned in the previous article.<\/p>\n

Overlap Lengths for Reinforcing Bars: Part 1<\/a><\/span><\/span><\/p>\n

Overlap and Spacing of Reinforcing Bars, Part 2<\/span><\/span><\/a><\/p>\n

I think it's acceptable to overlap rebar diagonally.<\/p>\n

There\u2019s nothing better than offsetting all rebar overlaps.<\/p>\n

But when I think about the cost... lol<\/p>\n

 <\/p>\n

It\u2019s also important to consider the best possible safety, cost, and construction methods within the minimum standards,<\/span><\/strong><\/span><\/p>\n

That might be one of the interesting aspects of construction management.<\/span><\/strong><\/span><\/p>\n

 <\/p>\n

Well, that's it for now.<\/p>\n

 <\/p>\n

P.S. If you could send us examples of photos like these, they would serve as a valuable reference and learning resource for slope contractors nationwide.<\/p>\n

Please do send it to me. Let's share both the good and the bad.<\/p>","protected":false},"excerpt":{"rendered":"

Hello, everyone. This is Enta. It\u2019s gotten crazy cold, hasn\u2019t it? It\u2019s almost time to break out the Japanese steteko! The History of Steteko\u2014but let\u2019s get back to the topic at hand. This post is also about rebar, but back when I wrote about rebar overlapping (around 2,011), I wondered, \u201cIs this really okay\u2026?\u201d<\/p>","protected":false},"author":2,"featured_media":1887,"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":[58,60,61,62,63,64],"class_list":["post-1885","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-frame-spraying","tag-58","tag-60","tag-61","tag-62","tag-63","tag-64"],"acf":[],"yoast_head":"\n\u6cd5\u67a0\u306e\u9244\u7b4b\u306e\u91cd\u306d\u65b9\u5411\uff5c\u7e26\u7d99\u624b\u3067\u5f15\u5f35\u5fdc\u529b\u3092\u4f1d\u3048\u308b - \u65b0\u30a8\u30f3\u30bf\u306e\u6cd5\u9762\u7ba1\u7406\u587e<\/title>\n<meta name=\"description\" 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