pak saya lagi issue berat nih, saya ada kerjaan melakukan leveling tangki yang sedang di hydro, menggunakan theodolit tapi saya tidak bisa olah knowledge nya, mungkin bapak punya tutorial and spreadsheetnya kalo berkenan tolong di bagi pak (sedikit banyak sangat membantu) thanks ya pak.
Ø Inspection by radiographic approach is not really required for roof-plate or bottom-plate welds, for welds joining roof plates why not look here to prime angle, the best angle into the shell plates, shell plates to bottom plates, or appurtenances to tanks.
Welds that fall short to satisfy the standards specified in paragraph higher than, shall be reworked ahead of hydrostatic screening as follows :
Peaking Banding menggunakan sweep board lalu ditempelkan di sambungan dinding shell tanki bagian dalam. Peaking untuk arah vertikal sedang bending untuk arah horizontal.
7. All things considered created up complete and Gap of welding line is okay, match up vertical joint and install stiffener / critical plate in The situation of buckling place
all rectangular and sketch plates (base plates on which the shell rests which have just one finish rectangular) shall have a bare minimum
Apa kabar pak???, saya Alhamdulillah dalam keadaan sehat wal’afiat. Maaf saya menanyakan hal yg saya anggap baru buat saya.
I’m on the lookout for an erection procedure for the 1000000 barrel storage tank, acc to API 650. could you assist me on this? many thanks mandi bola beforehand on your attenion.
Maaf ya pak saya barangkali banyak bertanya sama bapak saya masih junior bapak…..saya jg bertanya sama pak Yoseph.
Apa yang saya tahu, in API 650, this tolerance usually use for ordinary erection that their explanation is from bottom to best. right me if I’m Mistaken sbb check it out saya bukan datang dr background QC. Ini kerana my customer in fact can’t settle for our end result mainly because they check with API 650 aad you can check here they want reason that could menjelaskan result kami. So saya ingin nak tahu ada cara lain atau reference lain yang boleh membantu saya supaya saya dapat member clarification for my consumer disamping dapat menjaga kualiti kerja kami. TQ.
Bubbles or foam made by air sucked through the welded seam will show the presence of porosity during the seam.
the mandi bola tank base and Basis. Until the find more Purchaser specifies normally, the ring shall fulfill the subsequent needs
As I understand wobbling related to grouting. can it be your bad encounter? I will delighted if you tell me the story why it occur to my email at [email protected]. many thanks
nine. just after end weld from out facet check the radius of buckling plate and setting again using stiffener and critical plate