{"id":56248,"date":"2025-10-10T08:00:04","date_gmt":"2025-10-09T23:00:04","guid":{"rendered":"https:\/\/norimen.net\/?p=56248"},"modified":"2026-05-16T17:05:30","modified_gmt":"2026-05-16T08:05:30","slug":"5-paraan-para-palakasin-ang-mga-pader-na-panustos","status":"publish","type":"post","link":"https:\/\/norimen.net\/tl\/retaining-wall-reinforce-5-method\/","title":{"rendered":"Mga Gawaing Pagpapatibay ng Pader na Panustos mula sa Pananaw ng Isang Inhinyero ng Dalurugan (Bahagi 5): Mga Paraan ng Konstruksyon"},"content":{"rendered":"

Kamusta kayong lahat.<\/p>\n

Ito si Enta.<\/p>\n

Nakakuha ako ng ilang puna sa drawing ko sa mga komento sa post noong isang araw (Part 2) lol<\/p>\n

Sa ngayon, ang mga ilustrasyon ay iginuhit sa isang magaspang at pinasimpleng estilo upang madaling maunawaan ng lahat.<\/p>\n

Kapag may nagsasabi niyan, naiisip ko lang, 'Masyado na ba silang maselan?!' lol<\/p>\n

Pakitandaan na ito ay isang halimbawang diagram lamang.<\/p>\n

Kung ito ay isang hanay ng mga guhit pang-konstruksyon na aming ginagawa, iguguhit namin ang mga ito nang eksaktong sukat at may ganap na katumpakan.<\/p>\n

Hindi naman talaga ako artista, kaya pasensya na kayo ^^<\/p>\n

 <\/p>\n

\"Bahay<\/p>\n

Ito ay pagpapatuloy ng nakaraang post.<\/p>\n

Mga Gawaing Pagpapatibay ng Pader na Pananggalang mula sa Pananaw ng Isang Inhinyero ng Dalurugan (Bahagi 1)<\/span><\/a><\/strong><\/p>\n

Mga Gawaing Pagpapatibay ng Pader na Panustos mula sa Pananaw ng Isang Inhinyero ng Daluranan (Bahagi 2): Mga Uri ng Pader na Panustos<\/a><\/strong><\/span><\/p>\n

Mga Gawaing Pagpapatibay ng Pader na Panustos mula sa Pananaw ng Isang Inhinyero ng Daluyong (Bahagi 3): Mga Uri ng Pader na Panustos<\/a><\/strong><\/span><\/p>\n

Mga Gawaing Pagpapatibay ng Pader na Pampanatili mula sa Pananaw ng Isang Inhinyero ng Dalurugan (Bahagi 4): Mga Uri ng Pader na Pampanatili<\/a><\/strong><\/span><\/p>\n

2. Paglalagay ng bloke<\/h3>\n

Hindi naman talaga ito retaining wall mula pa sa simula, kaya malinaw na hindi ito angkop bilang istrukturang nagdadala ng bigat\u2014pero ano ba talaga ang gagawin namin dito!?<\/p>\n

Kapag naiisip ko iyon, ang unang pumapasok sa isip ko ay isang pader pangharang!<\/p>\n

Una sa lahat, huwag mong hayaang bumagsak ito nang pisikal!<\/p>\n

Iyon ang sa tingin ko.<\/p>\n

Bawasan ang presyon ng lupa.<\/strong><\/span><\/p>\n

At ang inhinyero ng pagpipigil!<\/p>\n

Tiyakin na walang presyon ng lupa ang inilalapat.<\/strong><\/span><\/p>\n

Iyan ang diwa nito.<\/p>\n

Sa tingin ko, anumang inhinyero na dalubhasa sa inhinyeriyang pang-bakal ay iisipin din iyon, hindi ba?<\/p>\n

 <\/p>\n

Marahil iniisip mo, 'Ano ang gagawin natin tungkol sa mga bloke?', hindi ba?<\/p>\n

Dahil ang mga bloke mismo ay hindi bumubuo ng estruktura na nasa ilalim ng compression stress, itinuturing lamang ang mga ito bilang lupa at buhangin.<\/p>\n

Kaya ayos lang kung nandiyan man o wala, pero dahil nandiyan muna ito, iiwan ko na lang ito nang ganoon.<\/p>\n

Mas maganda sana kung mapalakas natin ang estruktura mula sa ibabaw ng mga bloke gamit ang natitirang formwork o katulad nito, ngunit dahil may mga isyu sa pundasyon at sa lugar, hindi natin iyon aayusin sa pagkakataong ito.<\/p>\n

\u3002<\/p>\n

Tagapag-install ng Bar na Pagtitibay<\/h4>\n

Ito ang pamamaraan ng konstruksyon na kilala bilang pader na panustos.<\/p>\n

\"Pader<\/p>\n

Maglagas ng mga butas na may diameter na \u03c665 o higit pa, ipasok ang mga rebar sa mga ito, at itakda ang mga ito sa lugar gamit ang grout (semento slurry).<\/p>\n

I-i-install ang mga bar na pampatibay na mataas ang lakas sa seksyon ng paghuhukay, at i-i-inject ang mataas na lakas na grout.<\/p>\n

Kahit na may mga puwang sa lupa, mapupuno ang mga ito sa pamamagitan ng pag-iniksyon ng grout.<\/p>\n

Noong nakaraan, sa isang site, gumamit kami ng 180 bag ng semento (25 kg bawat bag, kabuuang 3.65 m\u00b3) sa isang injection job, at talagang nabigla ako\u2026 (Hindi ko inasahan na ganoon karami, lol)<\/p>\n

Ang alitan sa pagitan ng likas na lupa at ng grout, at sa pagitan ng grout at ng mga bar na pampatibay, ang humahawak sa nakapaligid na lupa at buhangin!<\/p>\n

 <\/p>\n

Ang pulang bahagi sa diyagram ay ang pressure plate.<\/p>\n

Sinisipsip nito ang presyon mula sa lupa.<\/p>\n

 <\/p>\n

Ang pressure plate na ito ay isang produktong karaniwan naming ginagamit sa mga proyekto ng pampublikong gawain.<\/p>\n

Narito ang isang tipikal na halimbawa.<\/p>\n

Berde na Panel<\/a><\/span><\/strong><\/p>\n

Una naming pipigilin ang pagbagsak gamit ang pansamantalang estrukturang pan-suporta.<\/p>\n

Dahil ang pamamaraang konstruksyon na ito ay isang karaniwang gawi sa mga proyektong pampublikong imprastruktura, ipagkakaloob ng lokal na awtoridad ang pahintulot sa pag-unlad.<\/p>\n

Kung ang lugar ay kasalukuyang nasa Red Zone, maaari itong lumipat sa Yellow Zone kapag naisagawa na ang mga kalkulasyon sa disenyo at mga pagtatasa!<\/p>\n

 <\/p>\n

Naniniwala ako na kapag isinasagawa ang mga kalkulasyon sa disenyo, mas ligtas na gamitin ang pinakamababang halaga (N-value) para sa rehiyong iyon.<\/p>\n

Hindi ko naman talaga puwedeng pumunta at kumuha ng mga sample ng lupa, sa huli. (Tanong lang ito ng pera.)<\/p>\n

Maaari mo ring suriin ang datos ng paligid gamit ang Pambansang Serbisyo ng Impormasyon sa Lupa at Kabilang Lupa.<\/p>\n

Ang punto ay, sa ganitong mga kaso, mas ligtas na gamitin ang pinakamalalang datos sa tuwing posible.<\/p>\n

\"Pader<\/p>\n

Ang pamamaraang konstruksyon na Pan-Wall, na nakatiis sa malalakas na lindol sa iba't ibang rehiyon nang hindi gumuho, ay nakabatay sa katulad na prinsipyo. (Bagaman ang ibabaw ay pinatibay na kongkreto, pareho pa rin ang teoryang nasa likod nito.)<\/p>\n

(Para sa iyong impormasyon, kung hahanapin mo ang pamamaraan ng konstruksyon na 'Pan Wall', makakakita ka ng maraming impormasyon tungkol dito.)<\/p>\n

 <\/p>\n

Inhinyero ng Pahalang Pagbabarena<\/h4>\n

Ito ay isang pamamaraan ng konstruksyon na kilala bilang 'restraint work'.<\/p>\n

\"Mga<\/p>\n

Bagaman medyo pinalabis ang ilustrasyon, kapag nagdidisenyo ako nito, karaniwan kong inilalaan ang humigit-kumulang apat na metro.<\/p>\n

Ito ay isang butas-butas na tubo, at may mga butas sa VP40.<\/p>\n

Kahit na mabilis na dumami ang tubig sa loob ng pader na panustos dahil sa biglaang malakas na pag-ulan, sisipsipin at ilalabas ng mahabang kanal na ito ang lahat ng presyon ng tubig.<\/p>\n

Kahit na mahaba ang pader pangharang, napatunayan na napakaepektibo ang pagbubuhos nito sa pagitan ng bawat dalawang metro o tatlong metro.<\/p>\n

 <\/p>\n

Hindi sapat ang sistema ng paagusan para sa mga pader na pantatag sa karaniwang mga bahay.<\/p>\n

PVC lang naman itong mga tubo na may diameter na 75 o higit pa sa ibabaw, nakikita mo~<\/p>\n

 <\/p>\n

Sa aming pananaw bilang mga inhinyero ng dalisdis, dapat itong mas malayo pa sa likuran!<\/p>\n

Kung inakala mong landslide ito, kailangan mong paubusin ang tubig mula sa mas likod sa mas maagang yugto!<\/p>\n

Ang prayoridad ay bawasan ang labis na presyon ng tubig sa mga pores sa anumang halaga!<\/p>\n

Sa pamamagitan ng paghuhukay ng pansamantalang butas-daanan para sa paagusan, maiwasan natin nang maaga ang pagguho at magbigay ng patuloy na proteksyon laban dito!<\/span><\/a><\/strong><\/p>\n

Nais kong mas maunawaan ng mga tao kung gaano epektibo ang pag-alis ng tubig sa pagbagsak ng ibabaw!<\/a><\/strong><\/span><\/p>\n

 <\/p>\n

Patuluin ang tubig bago ito mag-ipon at tumaas ang presyon ng lupa.<\/p>\n

Sa ganoong paraan, walang presyon ng lupa!<\/p>\n

Madalas kong sinasabi ito sa mga tao sa industriya ng pagtatayo ng bahay, pero parang hindi talaga nila naiintindihan lol<\/p>\n

Madalas kong naiisip na sapat na lamang ang maglagay ng drainage culvert para sa ilalim-lupang paagusan bago maglatag ng pundasyon ng isang bahay.<\/p>\n

Talagang kailangan lang pahabain ang tubo ng paagusan hanggang sa likod.<\/p>\n

 <\/p>\n

Dito nagtatapos ang mga hakbang upang maiwasan ang pagbagsak ng mga pader na sumusuporta sa lupa.<\/p>\n

Sa madaling sabi, sasaklawin natin ang lahat gamit ang dalawang pamamaraang ito, pero pakisabayan ninyo ako hanggang sa dulo, lol.<\/p>\n

Sa kalaunan, susulat din ako tungkol sa pera.<\/p>\n

 <\/p>\n

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

Kamusta kayong lahat. Ako si Enta. Sa mga komento sa post noong isang araw (Bahagi 2), may napansin ang isang tao tungkol sa mga guhit ko, lol. Sa ngayon, ginuguhit ko ang mga ito nang magaspang para madaling maintindihan ng lahat. Kapag may nagsasabi niyan, naiisip ko, 'Nasisisi ka ba?!' lol. Pakitandaan na mga ilustratibong diyagram lamang ito. Ito ang aking\u2026<\/p>","protected":false},"author":2,"featured_media":56343,"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":[7024],"tags":[116,804,6470,7025],"class_list":["post-56248","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-retaining-wall","tag-116","tag-804","tag-6470","tag-7025"],"acf":[],"yoast_head":"\n\u6cd5\u9762\u5c4b\u304c\u8003\u3048\u308b\u64c1\u58c1\u88dc\u5f37\u5de5\uff08\u305d\u306e5\uff09\u5bfe\u7b56\u5de5\u6cd5\u7de8 - \u65b0\u30a8\u30f3\u30bf\u306e\u6cd5\u9762\u7ba1\u7406\u587e<\/title>\n<meta name=\"description\" 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