{"id":4754,"date":"2017-10-14T18:48:33","date_gmt":"2017-10-14T09:48:33","guid":{"rendered":"https:\/\/norimen.net\/wordpress\/?p=4754"},"modified":"2026-05-15T20:15:23","modified_gmt":"2026-05-15T11:15:23","slug":"reaksyon-plate-likod-na-unan","status":"publish","type":"post","link":"https:\/\/norimen.net\/tl\/reaction-plate-back-zabuton\/","title":{"rendered":"Paggamot sa ilalim ng plato na nagdadala ng presyon | Ang ugnayan ng hindi pantay na lupa at ng balangkas ng zabuton"},"content":{"rendered":"

Kamusta kayong lahat.<\/p>\n

Ito si Enta.<\/p>\n

Pinatibay namin ang mga pinto ng kumpanya.<\/p>\n

Hindi mabubuksan ang pinto maliban kung putulin mo ito gamit ang kidlat o oksiheno. Haha.<\/p>\n

Nag-aalinlangan ako na gagawin iyon ng isang magnanakaw, gayunpaman...<\/p>\n

\n

Ngunit hindi iyon ang punto.<\/p>\n

Kapag nag-i-install ng mga ground anchor, dapat bang gumamit ng bearing plate o ng retaining frame?<\/p>\n

Kung ito ay nasa loob ng legal na balangkas, sa tingin ko hindi mo kailangang mag-alala tungkol sa mga bahaging nagdadala ng bigat, ngunit sa kaso ng mga slab na nagdadala ng bigat, ito ay isang alalahanin, hindi ba?<\/p>\n

Halimbawa, kung ang likas na lupa ay lubhang hindi pantay, madalas na ginagamit ngayon ang 'zabuton' na formwork.<\/p>\n

Kung maliit lang ang hindi pantay, gumamit ng EPS (expanded polystyrene) o mga materyal na parang espongha.<\/p>\n

Kaya, kung naayos na natin ang plaka na tumatanggap ng presyon at ang ilalim nito, paano naman ang ilalim niyon?<\/p>\n

Kung may anumang puwang, maaari itong magdulot ng di-pantay na pag-urong, na magiging sanhi ng pagkahilig ng estruktura o paggalaw ng plaka na nagdadala ng bigat.<\/p>\n

\"\"Ano ang gagawin mo kung ang ilalim ng pressure plate ay ganito kalubha?<\/p>\n

Sa medyo lumang interlocking na mga bloke, medyo maayos ang pagkakapuno ng ibabang bahagi, ngunit ang grout sa itaas ay ganap na hungkag.<\/p>\n

Sa paglipas ng panahon, unti-unting nahuhugasan ang lupa at buhangin sa ilalim, kaya't lalo pang lumulubog ang estruktura. Dahil dito, nagiging hungkag ang itaas na bahagi.<\/p>\n

Bilang solusyon, ang pagpuno nito ang pinakamabilis na opsyon, pero wala akong ideya kung magkano ang magiging gastos, lol<\/p>\n

Ang pagpuno ng mga puwang ay napakaraming trabaho, at nagkakahalaga ito ng pera.<\/p>\n

At higit sa lahat,Wala akong ideya kung gaano karami ang kasya doon!<\/strong><\/span><\/p>\n

Kahit pa isama ko pa ito,Walang paraan para mapatunayan ito.<\/strong>Tama iyon.<\/p>\n

Deteksyon ng tunog ng pagtapik? Pangunahing pagbabarena?<\/p>\n

Ang bahaging ito ay halos puro kalokohan lang, hindi ba?
\n(Ipapaliwanag ko kung paano iyon susuriin sa ibang pagkakataon.)<\/p>\n

Medyo sugal ito.<\/strong><\/p>\n

Kahit sa pag-grouting, may iba't ibang pagpipilian: CB injection? Air-entrained mortar? Cement slurry? Suspension?<\/p>\n

Mahalaga kung ano ang ipapakuha mo, siyempre, pero maaari mo ring gawing magaan ang bigat.<\/p>\n

Halimbawa, kung ang disenyo ng tensile load ay 200 kN at may kaunting margin sa safety factor, maaari mong ilapat ang tensile load gamit ang 80%.<\/p>\n

Kumpletuhin ang estruktura sa 160 kN sa estado ng standby, at magsagawa ng mga hakbang upang tugunan ang magkakaibang paglubog at deformasyon, atbp.<\/p>\n

Gayunpaman, dahil may posibilidad na hindi inaasahang ma-unload ito, kailangang maingat itong isaalang-alang.<\/p>\n

Kinakailangan ding isaalang-alang ang pag-install ng mga sistema ng paagusan pagkatapos ng pagpuno, pati na rin ang pagtaas ng bigat ng estruktura.<\/p>\n

Ang inhinyeriyang sibil ay talagang isang kahanga-hangang larangan, hindi ba!<\/p>\n

Sa tingin ko, ang susunod na paksa ay ang kakayahan ng lupa na magdala ng bigat, hindi ba?<\/p>\n

 <\/p>\n

Magkita tayo mamaya.<\/p>","protected":false},"excerpt":{"rendered":"

Kamusta kayong lahat. Ako si Enta. Pinatibay namin ang pinto ng kumpanya. Hindi ito mabubuksan maliban kung gupitin mo ito gamit ang angle grinder o oxy-acetylene torch. Haha. Hindi ko naman inaakala na gagawin iyon ng mga magnanakaw\u2026 Pero sa pag-install ng ground anchors, dapat bang gumamit ng load-bearing plate o ng retaining frame? Kung retaining frame, kung gayon ang load-bearing\u2026<\/p>","protected":false},"author":2,"featured_media":4757,"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],"tags":[48,114,120,388,783,784],"class_list":["post-4754","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-ground-anchor","tag-48","tag-114","tag-120","tag-388","tag-783","tag-784"],"acf":[],"yoast_head":"\n\u53d7\u5727\u677f\u306e\u88cf\u51e6\u7406\uff5c\u5730\u5c71\u4e0d\u9678\u3068\u30b6\u30d6\u30c8\u30f3\u67a0\u306e\u95a2\u4fc2 - 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