PENGARUH VARIASI RASIO SIAR DATAR DAN SIAR TEGAK TERHADAP KUAT TEKAN DINDING PASANGAN BATAKO (Studi Penelitian)
| Main Author: | TRIANTO, NANOK |
|---|---|
| Format: | Thesis NonPeerReviewed |
| Terbitan: |
, 2011
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| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/15177/ |
Daftar Isi:
- On the Work, mortar thickness of conblock masonry walls is inclined irregular, neither for vertical joint thickness or horizontal. It is depend on the easier, productivity, and also the accuracy of worker in compiling masonry walls. This research was experimental. The specimen measurement is 80 x 80 cm2. The amount to 24 masonry walls, which consists of 12 solid conblock masonry walls, and 12 hole conblock masonry walls. The independent variable in this research consists of the thickness variation of horizontals and vertical joints are (1:1) cm, (1,5:1) cm, (2:1) cm, (1:1,5) cm, (1:2) cm, (2:2) cm, and the dependent variable was the compressive of conblock masonry walls. The experimental result had shown that the highst compressive strength was produced by conblock masonry walls was happened on the thickness variation of vertical joint : horizontal joint is (1 : 1). Then the lowest compressive strength was produced by the thickness variation of vertical joint : horizontal joint is (2 : 2). the highest compressive strength of solid conblock masonry walls is 1,532 Mpa and hole conblock masonry walls is 1,821 Mpa. The thickness ratio of vertical joint : horizontal joint (1 : 1)cm for conblock masory walls is very good because the more thin of mortar make stronger the bounding power worked. Keywords: conblock, masonry walls, vertical joint, horizontal joint.