course name:
Production and parts
assignement:
2B
student name:
Elena Shulgina
student number:
0887359
date:
24/06/2014
CONCRETE AND VERNACULAR LIVING
south facade
west facade
north facade
east facade
use of unedged bord as a formwork will give shape to the concrete wall that references to the tradiĆ&#x;onal log method
create temporary structure to fix
window component
construcĆ&#x;on
place the rest of unedged bord around the frame and finish concrete wall, that will keep window frame in place
Complete in situ wall construcĆ&#x;on
place window component - prefabricated concrete structural frame for opening and window frame, that part of building needs to be carefully detailed
Water proofing membrane
Timber post (50x250 mm) Steel ankor on bolts cast in concrete (in situ)
Inner sealant on backer rod for continiouss water and vapour controle B
A
38
301
150
150
C
1
1
Shutter (timber planks)
1
2
150
197
113
3
A
Concrete frame, precast (part of insulated concrete window panel)
204
Outer sealant on backer rod, drained at vertical joints
300
345
153
150
145 49 56
11
(part of insulated concrete window panel)
Sealant Production and parts. 2B
Window (double glassing on timber frame)
Drawn by Elena Shulgina 0887359
24/06/2014
Drawing Name
D-01
C
Here and on following pages I would like to show the connection between cast in situ and pre-cast elements, as well as timber and concrete structures. As the design is oriented towards the construction in the rural environment, where poor quality on-site work quality is possible, it is suggested to deliver pre-cast structural concrete window frames with windows installed off-site, in order to ensure proper joints and water protection. Outside the window frame timber posts are to be placed in order to carry the timber shutters and, being connected to the upper log level, possibly provide additional wind load protection to the upper structure. Timber posts are to be bolted on steel anchors, which are embedded in in-situ concrete wall above and below the window level.
Rigid mineral wool insulation (150 mm) Concrete frame, precast
B
Annotation
35
54
4 3 2 1
Detail
Detail
1:5 Drawing Scale
1:5
Inner sealant on backer rod for continious water and vapour control
Outer sealant on backer rod, drained at vertical joints
C
219
101
Window sill timber
B
A
333
Sealant
20
10
Steel angle on bolts
129
1
Building Section 1:200 Annotation
150
350
Window frame is to be placed on settled concrete wall, once it reaches 600 level above project 0 level. Concrete wall has to reach its final level of hardness. Initially window is attached to concrete wall with steel ankors on its bottom. All connections are to be properly insulated with waterproofing membrane and outer, inner sealant, that has to run along whole perimeter of the window frame. The profile of bottom concrete beam that carries the window has a higher inclination of surfaces in order to prevent water colllection next to the timber window frame.
52
344
152
15
149
Metal pin
281
Steel angle (170x90x10 mm)
35 35
Concrete frame, precast (part of insulated concrete window panel)
Rigid mineral wool insulation (150 mm) Concrete cast in-situ (150 mm)
Concrete cast in-situ (300 mm) Production and parts. 2B Drawn by Elena Shulgina 0887359
Water proofinng membrane
24/06/2014
Drawing Name
D-02
Detail
Detail
1:5 Drawing Scale
1:5
Cast in place ankor
Inner sealant on backer rod for continious water and vapour control
Outer sealant on backer rod, drained at vertical joints 30
Water resistant layer
C
B
A
300
2
Concrete cast in-situ (150 mm)
150
150
47
300
Concrete cast in-situ (300 mm) 302
Concrete frame, precast (150 mm) (part of insulated concrete window panel)
Rigid mineral wool insulation (150 mm)
1
Building Section 1:200 Annotation
151
At the top of the concrete beam that will carry the concrete wall above the window has to have several anchors installed that later will be cast in concrete and hold the window in place.
152
150
350
300
Cast in situ concrete wall thickness and proportion of insulation is based on the calculation to achieve sufficient R-value for the wall for colder regions. Insulation is placed between two concrete leafs in order to have wall acting as a thermal mass.
49
370
Metal pin
10
(part of insulated concrete window panel)
149
Concrete frame, precast
Steel angle
Window siding
Production and parts. 2B 218
81
348 Drawn by Elena Shulgina 0887359
24/06/2014
Drawing Name
D-03
Detail
Detail
1:5 Drawing Scale
1:5
Timber post (inner structure) C
B
A
Timber log structure
50
100
450
47
300
Timber decking
Timber beam (floor structure) Steel angle on bolts 50
1
Building Section 1:200
250
150
Timber beam (floor structure)
Annotation Timber beams are used for upper floor structure. 250x50 mm beams are to be placed at 600 mm centres on top of the concrete wall. Timber beams are to be connected to concrete structure with steel angle profiles, that are bolted to both structures. Upper floor log structure is to be rested on the floor structure.
300
2
305
50
On the interior there is a possibility of placing additional imposts that are connected to floor structure and log timber structure. This measure might be needed to prevent wind pressure from blowing the upper structure off.
150
150
300
47
Production and parts. 2B Drawn by Elena Shulgina 0887359
Timber post
24/06/2014
Drawing Name
D-04
Detail
Detail
1:5 Drawing Scale
1:5