Concrete and vernacular living details

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