arch 1130 building technology i...aug 08, 2014 · arch 1130 to meet the code requirements for fire...
TRANSCRIPT
ARCH 1130
Professor Montgomery
BUILDING TECHNOLOGY I
FALL 2013
SUBJECT
DATE PROFESSORFALL 2013 MONTGOMERY
WOODheavy timber frame construction
chapter 4
this week
fundamental role from ancient architecture to modern times
halftimbering
fire resistance
mill construction
detailing around wood shrinkage
heavy timber frames and masonry walls
longer spans:
portal frames
trusses
arches and domes
objective: overview of heavy timber construction and its critical position in the development of modern wood frame construction
Professor Montgomery arch 1130
HEAVY TIMBER CONST.professor Montgomery
use in ancient worldarch 1130
HEAVY TIMBER CONST.professor Montgomery
use in ancient worldarch 1130
HEAVY TIMBER CONST. professor Montgomery
evolution of the frame arch 1130
HEAVY TIMBER CONST. professor Montgomery
halftimbering: brace framearch 1130
HEAVY TIMBER CONST. professor Montgomery
halftimbering: brace framearch 1130
HEAVY TIMBER CONST. professor Montgomery
halftimbering: brace framearch 1130
professor Montgomery arch 1130 halftimbering: brace frameHEAVY TIMBER CONST.
professor Montgomery arch 1130HEAVY TIMBER CONST. translated to New World
HEAVY TIMBER CONST. professor Montgomery
fire resistancearch 1130
HEAVY TIMBER CONST. professor Montgomery
fire resistancearch 1130
WOOD’S ABILITY TO IGNITE AND CATCH FIRE IS A FACTOR OF THE SIZE OF THE ELEMENT
LARGE TIMBERS HAVE A GREATER CAPACITY TO ABSORB HEAT
THIS CAPACITY RESULTS IN LARGE TIMBERS BEING MUCH SLOWER TO CATCH FIRE AND BURN
WHEN EXPOSED TO FIRE, LARGE TIMBERS PERFORM BETTER THAN UNPROTECTED STEEL
HEAVY TIMBER CONST. professor Montgomery
fire resistancearch 1130
HEAVY TIMBER CONST. IS AN ALLOWABLE SYSTEM OF CONSTRUCTION THAT IS COMPARABLE TO SOME FORMS OF STEEL, CONCRETE, AND MASONRY CONST.
HEAVY TIMBER CONST. professor Montgomery
fire resistancearch 1130
TO MEET THE CODE REQUIREMENTS FOR FIRE RESISTANCE, THE MINIMUM SIZE OF HEAVY TIMBER CONSTRUCTION ELEMENTS ARE DEFINED IN THE CODE:(NOMINAL DIMENSIONS IN INCHES)
1. COLUMNS a. 8 X 8 (FLOORS)b. 6 X 8 (ROOFS ONLY)
2. BEAMS AND GIRDERSa. 6 X 10 (FLOORS)b. 4 X 6 (ROOFS ONLY)
3. TRUSSESa. 8 X 8 (FLOORS)b. 4 X 6 (ROOFS ONLY)
4. DECKINGa. 3” + 1” FINISH (FLOORS)b. 2” (ROOFS)
HEAVY TIMBER CONST. professor Montgomery
mill constructionarch 1130
HEAVY TIMBER CONST. professor Montgomery
mill constructionarch 1130
MILL CONSTRUCTION COMBINES THE FIRE RESISTIVE NATURE OF HEAVY TIMBER WITH AN INCOMBUSTIBLE EXTERIOR OF MASONRY (USUALLY BRICK)
THE TIMBER FRAMING SYSTEM PROVIDES OPEN FLOOR SPACE FOR A WIDE FLEXIBILITY OF USE
HEAVY TIMBER CONST. professor Montgomery
mill construction frame systemarch 1130
HEAVY TIMBER CONST. professor Montgomery
mill construction frame systemarch 1130
professor Montgomery arch 1130HEAVY TIMBER CONST. detailing mill construction
WOOD SHRINKAGE CAN CAUSE SIGNIFICANT PROBLEMS IN FRAMED STRUCTURES.
DETAILING MUST REDUCE/ELIMINATE MOVEMENT RESULTING FROM SHRINKAGE
professor Montgomery arch 1130HEAVY TIMBER CONST. detailing mill construction
WOOD SHRINKAGE IS GREATEST PERPENDICULAR TO THE DIRECTION OF THE GRAIN
COLUMNS ARE INSTALLED WITH THE GRAIN ORIENTED VERTICALLY
BEAMS ARE INSTALLED WITH THE GRAIN ORIENTED HORIZONTALLY
BEAM HEIGHT WILL SHRINK SIGNIFICANTLY
professor Montgomery arch 1130HEAVY TIMBER CONST. detailing mill construction
COLUMN DETAIL DESIGNED TO TRANSFER VERTICAL LOAD TO COLUMN BELOW WITH LOAD PATH BYPASSING HORIZONTAL BEAMS.
STEEL IS OFTEN USED TO TRANSFER THE LOAD
HEAVY TIMBER CONST. professor Montgomery
detailing mill constructionarch 1130
ANCHORING TIMBER BEAMS INTO MASONRY WALLS
professor Montgomery arch 1130HEAVY TIMBER CONST. detailing mill construction
ANCHORING TIMBER BEAMS IN MASONRY WALLS THREE PROBLEMS TO SOLVE:
1.PROTECT THE WOOD BEAM AGAINST DECAY2.BEAM MUST BE SECURED TO THE MASONRY
WALL3. IF BEAM FAILS, MUST NOT CAUSE STRUCTURAL
DAMAGE/COLLAPSE OF MASONRY WALLFIRE CUT STRAIGHT CUT
HEAVY TIMBER CONST. professor Montgomery
longer spansarch 1130
HEAVY TIMBER CONST. professor Montgomery
longer spansarch 1130
PORTAL FRAME TRUSSES ARCHES AND DOMES
TYPICAL HEAVY TIMBER FRAMES SPAN 20’-30’. LONGER SPANS CAN BE ACHIEVED USING ONE OF THE ABOVE SYSTEMS.
wrap up open and “honest” method of construction
significant fire resistance
warmth and texture of wood
from a renewable source
exposed structural elements give definition and order to interior spaces
H E A V Y T I M B E R F R A M E CONSTRUCTION IS AN LONG LIVED METHOD OF CONSTRUCTION THAT STILL OFFERS A UNIQUE QUALITY A N D P O T E N T I A L F O R CONTEMPORARY ARCHITECTURE.
Professor Montgomery arch 1130