earth-ship based homealexandria.tue.nl/extra2/afstversl/bwk/lafleur_2015_details.pdfearth-ship based...

Earth-Ship Based HomeGraduation design for a modified Earthship to encourage the method

of building with soil-based materials.

- TECHNICAL DETAILS -

R.L.M. LAFLEUR

Project: M4 Living Environments

Subject: Earth-Ship-Based Home

Author: R.L.M. Lafleur [email protected] roellafleur.wix.com/portfolio

Date: January, 2015

Location: Eindhoven University of Technology Faculty Architecture, Building and Planning Den Dolech 2 5612 AZ Eindhoven

Graduation committee: ir. L.A. van Schaijk Eindhoven University of Technology prof. dr. ir. H.J.H. Brouwers Eindhoven University of Technology ir. D.W. Bruggink ORGA Architect

Earth-Ship Based HomeGraduation design for a modified Earthship to encourage the method

of building with soil-based materials.

- TECHNICAL DETAILS -

TABLE OF CONTENTS

Introduction................................................................................................................................................A. Drawings................................................................................................................................................. Plan of upper storey....................................................................................................................... Plan of lower storey........................................................................................................................ Section A........................................................................................................................................ Section B........................................................................................................................................ Section C........................................................................................................................................ Section D........................................................................................................................................B. Details...................................................................................................................................................... Vertical details................................................................................................................................ Horizontal details..........................................................................................................................

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Introduction

This booklet contains the technical details regard-ing the Earth-Ship Based Home design. Part A of this booklet includes the plans and sections of the design, in which the elaborated details from part B are designated. The technical details are divided in vertical and horizontal details. V01 means ver-tical detail 01 and H02 means horizontal detail 02To make clear where each detail is located in the design, a three dimensional impression on each page shows where the related element is sec-tioned. The thermal resistance performance per element is given in each detail. All elements (except for windows) meet the minimum required thermal resistance of 5.0 m2.k/W.The details cannot be compared with standard details. This due to the used materials, especially the Compressed Earth Blocks. It is a fragile mate-rial in case of attaching elements to. This can also be seen in the drawn details.

1

A DRAWINGS

3

P = 0.000

1000 - P

2600 + P (ceiling)

2600 + P (ceiling)

2965 - P

1000 - P

V03

V04

H01

A

A

B

B

C

CD

D

1:150upper

storey

plan

4

3940 - P

2965 - P

3940 - P

2965 - P

2965 - P

H03

H02

H04

A

A

B

B

C

CD

D

1:150lower

storey

plan

5

6

4805 + P

P=0.000

1000 - Psurface level

2965 - P

4680 - P

4565 + P

V01

V02

V06

V05

A1:100

section

7

2965 - P

P=0.000

1000 - P

3050 + P

4805 + P

400 + P

surface level

3940 - P

4680 - P

4565 + P

V07

V09

V10

V11

V08

B1:100

section

4805 + P

P=0.000

1000 - P

3940 - P

400 + P

3003 - P

surface level

4680 - P

4565 + P

V12

V13

V14

V15

C1:100

section

8

9

3050 + P

P=0.000

1000 - Psurface level

2965 - P

3940 - P

4680 - P

V16

V17

V18

V19

D1:100

section

B DETAILS

11

12

4565+P

vault structure; Rc = 5.0 m2.K/W

- curved terracotta panels; 30mm.- trasslime mortar; 20mm.- synthetic reinforcement mesh- curved triplex; 8mm.- air cavity; 16mm.- battens of curved triplex; 16*33mm.- water retaining & diffusion open foil- perforated curved triplex; 16 mm.- wood fibreboard insulation; 85mm.- wood fibreboard insulation; 100mm.- compressed earth blocks, 210mm.- jute reinforcement mesh- loam finishing with expanded perlite; 15mm.

water retaining & diffusion open foil

trasslime mortar; 25mm.

terracotta panels; 30mm.

wood fibreboard insulation, 52mm.

laminated vaulted wooden beam; 52*80mm.

illmond

passive house window frame

water drain

V011:5

Detail: Edge and top of vault structureSection: Section A, upper storeyRelated details: V02, V03, H01

Section of detail V01Properties of vault structure

Rc value

m2.K/W5.00 damp

openhydrophobic

finishing material

Properties of glass façade

Rc value

m2.K/W1.32 72%

LTA

Additional notes

- The water drain is needed to discharge water which is collected on the horizontal glass. The drain must be checked from time to time for blockages due to leaves for example. - Water drain in window frame is equipped with aluminum bottom to prevent the rot of wood. - Hydrophobization of finishing materials must be done each three years and must be done on a dry surface.- The window frames need to be finished with a white coloured damp open paint. - Terracotta panels in this detail are unglazed. - It is important to protect the Compressed Earth Blocks from any form of precipitation during construction.

13

14

505+P

wall structure; Rc = 5.25 m2.K/W

- trasslime mortar; 23mm.- synthetic reinforcement mesh- compression resistant wood fibreboard; 22mm.- wooden beams, 38*160mm.- biofoam insulation; 160mm.- compressed earth blocks; 280mm.- jute reinforcement mesh- loam finishing; 15mm.

water retaining & diffusion openfoil

stuc-stop profile

P=0.000


additional jute reinforcement mesh


V021:5

Detail: Bottom detail glass façadeSection: Section A, upper storeyRelated details: V01, V03, H01

Section of detail V02Properties of exterior wall structure

Rc value

m2.K/W5.25 damp

openhydrophobed

finishing material


Rc value

m2.K/W1.32 72%

LTA

Additional notes

- Hydrophobization of finishing materials must be done each three years and must be done on a dry surface.- The window frames need to be finished with a white coloured damp open paint. - In consultation with future inhabitants, it must be considered to apply an additional floor heating in the top layers (compression resistant wood fibreboard layers) of the floor structure. This is also explained in para- graph 10.1 of the booklet ‘Master thesis’. - Wooden framework must be connected to the Compressed Earth Blocks wall by means of steel anchors.- It is important to protect the Compressed Earth Blocks from any form of precipitation during construction.- The gutter is properly sloped.

15

Properties of floor structure

Rc value

m2.K/W1.87

16

505+P




stuc-stop profile

P=0.000


floor structure

- slite tiles, 8mm.- trasslime mortar, 12mm.- compression pressure resistant wood fibreboard; 22mm.- compression resistant wood fibreboard; 22mm.- ecoboard, 18mm.- wooden beams; 71*246mm / 300mm. c.t.c.- pressure resistant wood fibreboard; 22mm.- jute reinforcement mesh- loam finishing; 15mm.

water dischargetube Ø80mm.

ecoboard, 8mm.

17

V031:5



Rc value

m2.K/W5.25 damp

openhydrophobic

finishing material


Rc value

m2.K/W1.32 72%

LTA

Additional notes

- Hydrophobization of finishing materials must be done each three years and must be done on a dry surface.- The window frames need to be finished with a white coloured damp open paint. - In consultation with future inhabitants, it must be considered to apply an additional floor heating in the top layers (compression resistant wood fibreboard layers) of the floor structure. This is also explained in para- graph 10.1 of the booklet ‘Master thesis’. - Wooden framework must be connected to the Compressed Earth Blocks wall by means of steel anchors.- It is important to protect the Compressed Earth Blocks from any form of precipitation during construction.- The gutter is properly sloped.


Rc value

m2.K/W1.87

18

P=0.000

retaining wall structure

- sloped wooden tongue and groove boards; 18*125mm.- wooden battens; 59*112mm.- compressed earth blocks; 280mm.- compression resistant wood fibreboard; 22mm.- derbipure membrane; 3mm.- gravel; 120mm.- geotextile

19

V041:5

Detail: Outdoor retaining wall with wood finishing Section: -Related details: H02

Section of detail V04

Additional notes

- Wooden tongue and groove boards (larchwood) are exposed to climatic conditions and need to be pickled. - It is important to protect the Compressed Earth Blocks from any form of precipitation during construction.- By means of appendix G from the booklet ‘Master thesis’, it is assumed that the wooden battens do not fall out of the wall due to shrinkage and expansion of both the Compressed Earth Blocks as the pinewood itself. It is important though how the battens are pressed in the wall structure.

20

2965-P

- gravel- derbipure membrane; 3mm.- compression resistant wood fibreboard; 22mm.- wooden beams, 38*160mm.- biofoam insulation, 160mm.- compressed earth blocks, 280mm.- biofoam insulation; 100mm.- waterproof layer- expanded clay granules.

foundation wall structure

4680-P

3880-P


21

V051:5

Detail: Foundation Section: Section A, lower storeyRelated details: H02, H03


Additional notes

- Wooden tongue and groove boards (larchwood) are exposed to climatic conditions and need to be pickled. - It is important to protect the Compressed Earth Blocks from any form of precipitation during construction.

Properties of ground floor structure

Rc value

m2.K/W5.54 damp

proof

Properties of window

Rc value

m2.K/W1.38 72%

LTA

22

vaul

t stru

ctur

e; R

c =

5.0

m2.

K/W

- cur

ved

terr

acot

ta p

anel

s; 3

0mm

.- t

rass

lime

mor

tar;

20m

m.

- syn

thet

ic re

info

rcem

ent m

esh

- cur

ved

tripl

ex; 8

mm

.- a

ir ca

vity

; 16m

m.

- bat

tens

of c

urve

d tri

plex

; 16*

33m

m.

- wat

er re

tain

ing

& d

iffus

ion

open

foil

- per

fora

ted

curv

ed tr

iple

x; 1

6 m

m.

- woo

d fib

rebo

ard

insu

latio

n; 8

5mm

.- w

ood

fibre

boar

d in

sula

tion;

100

mm

.- c

ompr

esse

d ea

rth b

lock

s, 2

10m

m.

- jut

e re

info

rcem

ent m

esh

- loa

m fi

nish

ing

with

exp

ande

d pe

rlite

; 15m

m.

slig

htly

tilte

d gl

ass

laye

r, 6m

m.

mes

h at

tach

ed to

woo

den

bloc

ks

stuc

co c

orne

r pro

file

roun

d w

oode

n la

th 3

4*71

mm

.

wat

er re

tain

ing

foil

trass

lime

mor

tar,

23m

m.

woo

den

pivo

tal w

indo

w

addi

tiona

l jut

e re

info

rcem

ent m

esh

23

V061:5

Detail: Round pivotal window in top of vault structureSection: Section A, upper storeyRelated details: -


Additional notes

- Hydrophobization of finishing materials must be done each three years and must be done on a dry surface.- The window frames need to be finished with a white coloured damp open paint. - Terracotta panels in this detail are unglazed. - It is important to protect the Compressed Earth Blocks from any form of precipitation during construction.- The glass on top must be slightly tilted for water run-off.

Properties of vault structure

Rc value

m2.K/W5.00 damp

open

Properties of round pivotal window

Rc value

m2.K/W0.71 72%

LTA

hydrophobicfinishing material

24



900+P

1932+P

wooden pivotal window

water retaining foil

HR++ glazing

bended triplex plate material, 16mm.


25

V071:5

Detail: Round pivotal window of vault structureSection: Section B, upper storeyRelated details: -


Additional notes

- Hydrophobization of finishing materials must be done each three years and must be done on a dry surface.- The window frames need to be finished with a white coloured damp open paint. - Terracotta panels in this detail are glazed. - It is important to protect the Compressed Earth Blocks from any form of precipitation during construction.


Rc value

m2.K/W5.00 damp

open

Properties of round pivotal window

Rc value

m2.K/W0.71 72%

LTA


26


- trasslime mortar; 23mm.- synthetic reinforcement mesh- compression resistant wood fibreboard; 22mm.- wooden beams, 38*160mm.- biofoam insulation; 160mm.- compressed earth blocks; 280mm.- jute reinforcement mesh- loam finishing; 15mm.



P=0.000

wood fibreboardinsulation

wooden battens;22*33mm.

ecoboard, 8mm.zinc profile


additional jutereinforcement mesh

passive house door element

27

V081:5

Detail: Junction between vault, floor and passive door frame Section: Section B, upper storeyRelated details: -


Additional notes

- Hydrophobization of finishing materials must be done each three years and must be done on a dry surface. - Terracotta panels in this detail are unglazed. - It is important to protect the Compressed Earth Blocks from any form of precipitation during construction.- The gutter is properly sloped.- In consultation with future inhabitants, it must be considered to apply an additional floor heating in the top layers (compression resistant wood fibreboard layers) of the floor structure. This is also explained in para- graph 10.1 of the booklet ‘Master thesis’. - Wooden framework must be connected to the Compressed Earth Blocks wall by means of steel anchors.- Wooden floor beams are tensile stress loaded.


Rc value

m2.K/W5.00 damp

open

Properties of passive door element

Rc value

m2.K/W1.09



Rc value

m2.K/W1.87

Properties of exterior wall structure

Rc value

m2.K/W5.25 damp

openhydrophobic

finishing material

28

P=0.000

floor structure

- slate tiles; 8mm.- trasslime mortar, 12mm.- compression resistant wood fibreboard; 22mm.- compression resistant wood fibreboard; 22mm.- ecoboard, 18mm.- wooden beams; 71*221mm / 600mm. c.t.c.- compression resistant wood fibreboard; 22mm.- jute reinforcement mesh- loam finishing; 15mm.

vault structure Rc = 5.0 m2.K/W

- curved terracotta panels; 30mm.- trasslime mortar; 20mm.- synthetic reinforcement mesh- curved triplex; 8mm.- air cavity; 16mm.- battens of curved triplex; 16*33mm.- water retaining & diffusion open foil- perforated curved triplex; 16 mm.- wood fibreboard insulation; 85mm.- wood fibreboard insulation; 100mm.- compressed earth blocks, 210mm.- jure reinforcement mesh- loam finishing with expanded perlite; 15mm.

wooden cover cap


laminated wooden beam71*221 / 1363 c.t.c.


glazed terracotta panels; 30mm.

illmond

laminated wooden beam 71*221mm.

stuc-stop profile

637 - P

wood fibreboard, 10mm.

additional jute reinforcementmesh

29

V091:5

Detail: Junction between vault, floor and glass roofSection: Section B, upper storeyRelated details: V10, V16, V17


Rc value

m2.K/W5.00 damp

openhydrophobic

finishing material

Properties of glass roof

Rc value

m2.K/W0.77 79%

LTA

Additional notes

- Hydrophobization of finishing materials must be done each three years and must be done on a dry surface.- In consultation with future inhabitants, it must be considered to apply an additional floor heating in the top layers (compression resistant wood fibreboard layers) of the floor structure. This is also explained in para- graph 10.1 of the booklet ‘Master thesis’. - It is important to protect the Compressed Earth Blocks from any form of precipitation during construction.- Terracotta panels in this detail are glazed.- Laminated beams are sloped with 6 mm/m1.- Wooden floor beams are tensile stress loaded.


Rc value

m2.K/W1.87

3050+P

wooden blocks 34*135mm; 88mm. c.t.c.

wooden beams 21*221mm. 300mm. c.t.c.

wooden cover cap

mesh attached to wooden blocks

30

V101:5

Detail: Glass façade of chimneySection: Section B, upper storeyRelated details: V09, V16, V17

Section of detail V10Properties of glass roof

Rc value

m2.K/W0.77 79%

LTA

Additional notes

- It is important to protect the Compressed Earth Blocks from any form of precipitation during construction.- Terracotta panels in this detail are unglazed.- Laminated beams are sloped with 6 mm/m1.- Rain gutter needs to be checked regularly, to avoid water and soil from flowing over the edge.

31

32

2965-P

1945-P

tempered glass, 6mm.

balustrade, steel

slate tiles, 8mm.

soil as infill

trasslime mortar, 12mm.sand-lime bricks, 214mm.

expanded clay granules, 230 mm.

illmondcompression resistant wood fibreboard, 20mm.

33

V111:5

Detail: Connection of railing to structure belowSection: Section B, lower storeyRelated details: -


Additional notes

- Illmond between slate tiles is needed to avoid cracks due to deformation of the substrate materials (sand- lime bricks and wood fibreboard).

34

4805+P

glass layer, 6mm.

assembled wooden frame

multiplex, 21mm.

curved triplex, 12mm.

vaulted wooden beams; 71*221mm / 840mm. c.t.c.

white DerbiPure membrane material

35

V121:5

Detail: Top of glass vault structureSection: Section C, upper storeyRelated details: V13, V14


Additional notes

- Wooden vaulted beams and board material are exposed to climatic conditions and need to be pickled.- The window frames need to be finished with a white coloured damp open paint.

Properties of glass façade vault structure

Rc value

m2.K/W0.05 90%

LTA

36



4565+P

illmond

vaulted wooden beams; 71*221mm / 840mm. c.t.c.

compression resistant wooden fibreboard, 52mm.


37

V131:5

Detail: Connection between vault structuresSection: Section C, upper storeyRelated details: V12


Rc value

m2.K/W5.00 damp

openhydrophobic

finishing material

Additional notes

- Hydrophobization of finishing materials must be done each three years and must be done on a dry surface. - Terracotta panels in this detail are unglazed. - It is important to protect the Compressed Earth Blocks from any form of precipitation during construction.- Wooden vaulted beams are exposed to climatic conditions and need to be pickled.

38

wall structure; Rc = 5.25 m2.k/W


P=0.000

floor structure; Rc = 5.14 m2.K/W

- top soil; 400mm.- derbipure roofing; 3mm.- compression resistant wood fibreboard; 22mm.- compression resistant wood fibreboard; 22mm.- ecoboard, 18mm.- wooden beams; 71*246mm / 300mm. c.t.c.- wood fibreboard insulation, 120mm- compression resistant wood fibreboard; 22mm.- wooden battens, 20*33mm.- ecoboard, 18mm.- jute reinforcement mesh- loam finishing; 15mm.

505+P

vapor proof foil

ecoboard; 18mm.

zinc profilestucstop

water discharge tube Ø80mm.

39

V141:5

Detail: Bottom detail glass of vault structureSection: Section C, upper storeyRelated details: V12


Rc value

m2.K/W5.25 damp

openhydrophobic

finishing material

Properties of glass façade vault structure

Rc value

m2.K/W0.05 90%

LTA

Additional notes

- Hydrophobization of finishing materials must be done each three years and must be done on a dry surface.- The window frames need to be finished with a white colored damp open paint. - Wooden framework must be connected to the Compressed Earth Blocks wall by means of steel anchors.- It is important to protect the Compressed Earth Blocks from any form of precipitation during construction.- The gutter is properly sloped.- Vaulted wooden beams are attached to steel anchors (fixed connection), which are fixed to horizontal wooden beams.


Rc value

m2.K/W5.18

Properties of tilt and turn window

Rc value

m2.K/W1.27 72%

LTA

40

stuc-stop profile

- top soil; 400mm.- derbipure roofing; 3mm.- compression resistant wood fibreboard; 22mm.- compression resistant wood fibreboard; 22mm.- ecoboard, 18mm.- wooden beams; 71*246mm / 300mm. c.t.c.- wood fibreboard insulation, 120mm- compression resistant wood fibreboard; 22mm.- wooden battens, 20*33mm.- ecoboard, 18mm.- jute reinforcement mesh- loam finishing; 15mm.

400+P

floor structure = 5.14 m2.K/W

circular glass panel

wooden pivotal window

wooden sliding plate assun blind

41

V151:5

Detail: Round pivotal window in indoor gardenSection: Section C, upper storeyRelated details: V14

Section of detail V15Properties of floor structure

Rc value

m2.K/W5.18

Properties of horizontal pivotal window

Rc value

m2.K/W0.54 72%

LTA

Additional notes

- The window frames need to be finished with a white coloured damp open paint.

42



P=0.000


laminated woodenbeam 71*385 / 1363 c.t.c.

ecoboard, 18mm.

trasslimemortar; 15mm.

aluminum sealing profile

tempered glassaluminum corner line

laminated glass

indoor window frame

43

V161:5

Detail: Junction between vault and laminated beamSection: Section D, upper storeyRelated details: V09, V10, V17


Rc value

m2.K/W5.00 damp

openhydrophobic

finishing material


Rc value

m2.K/W0.77 79%

LTA

Additional notes

- Hydrophobization of finishing materials must be done each three years and must be done on a dry surface.- It is important to protect the Compressed Earth Blocks from any form of precipitation during construction.- Terracotta panels in this detail are glazed.- Laminated beams are sloped with 6 mm/m1.- Aluminum sealing profile is meant to keep leaves from getting into the sink. However, clogging may hap- pen. The sink must be checked regularly in order to avoid damage to the structure due to water overflow. - The window frames need to be finished with a white coloured damp open paint. - Wooden floor beams are tensile loaded.- The gutter is properly sloped.

* The percentage of daylight that goes through the glass is only 62%, because it was already filtered by the glass roof.


Rc value

m2.K/W1.87

Properties of indoor window

Rc value

m2.K/W0.68 79%

LTA

62%LTA*

44


P=0.000


floor structure

- slite tiles, 8mm.- trasslime mortar, 12mm.- compression resistant wood fibreboard; 22mm.- compression resistant wood fibreboard; 22mm.- ecoboard, 18mm.- wooden beams; 71*246mm / 300mm. c.t.c.- compression resistant wood fibreboard; 22mm.- jute reinforcement mesh- loam finishing; 15mm.

laminated wooden beam71*385 / 1363 c.t.c.

aluminum sealing profile


stuc-stop profile

45

V171:5

Detail: Junction between vault and laminated beamSection: Section D, upper storeyRelated details: V09, V10, V16, V18


Rc value

m2.K/W5.00 damp

openhydrophobic

finishing material


Rc value

m2.K/W0.77 79%

LTA

Additional notes

- Hydrophobization of finishing materials must be done each three years and must be done on a dry surface.- It is important to protect the Compressed Earth Blocks from any form of precipitation during construction.- Terracotta panels in this detail are glazed.- Laminated beams are sloped with 6 mm/m1.- Wooden floor beams are tensile stress loaded.


Rc value

m2.K/W1.87

46

3940-P

1340-P

500-P

ground floor structure; Rc = 5.54 m2.K/W- slate tiles, 8mm.- trasslime mortar, 12mm.- compression resistant wood fibreboard, 20mm.- vapor control layer.- biofoam insulation, 100mm.- water retaining layer.- trasslime mortar, 30mm.- expanded clay granulates, 250mm.- gravel 320mm.

wooden beams 71*114mm. .

ecoboard, 22mm.

loam finishing, 15mm.

glazed terracotta panels, 30mm.

trasslime mortar, 25mm.

47

V181:5

Detail: Extended window lower storeySection: Section D, lower storeyRelated details: V17

Section of detail V18Properties of indoor window

Rc value

m2.K/W0.68 79%

LTA

Additional notes

- It is important to protect the Compressed Earth Blocks from any form of precipitation during construction.- Terracotta panels in this detail are glazed.- Laminated beams are sloped with 6 mm/m1.- The window frames need to be finished with a white coloured damp open paint. - Creep of the biofoam insulation - due to compressive forces of the indoor window - is prevented by applying a wooden beam beneath the bottom frame, which transfers the forces towards the foundation.

* The percentage of daylight that goes through the glass is only 62%, because it was already filtered by the glass roof.


Rc value

m2.K/W5.54 damp

proof

62%LTA*

48

2965-P

ground floor structure; Rc = 5.54 m2.K/W- slate tiles, 8mm.- trasslime mortar, 12mm.- vapor control layer.- wood fibreboard insulation, 20mm.- biofoam insulation, 100mm.- water retaining layer.- trasslime mortar, 30mm.- expanded clay granules, 250mm.- gravel 320mm.


- wooden cladding of larch hardwood; 16*67mm.- wooden battens; 22*33mm.- compression resistant wood fibreboard; 18mm.- vapor control layer- wooden beams, 38*100mm.- wood fibreboard insulation; 100mm.- compression resistant wood fibreboard; 18mm.- jure reinforcement mesh- loam finishing; 15mm.

1965-P

965-P

corner element of wooden cladding; 67*118mm.

HR++ glazing

wooden strip to support corner element; 22*34mm.

49

V191:5

Detail: Window frame of indoor wall in bathroomSection: Section D, lower storeyRelated details: -

Section of detail V19Properties of indoor window

Rc value

m2.K/W1.41 72%

LTA

Additional notes

- Creep of the biofoam insulation - due to compressive forces of the indoor wall structure - is prevented by applying a wooden beam beneath the structure, which transfers the forces towards the foundation.


Rc value

m2.K/W5.54 damp

proof

Properties of indoor wall structure

Rc value

m2.K/W3.34 damp

proof

50

4565+P





terracotta panels; 30mm.

wood fibreboard insulation, 52mm.

laminated vaulted wooden beam; 52*80mm.

illmond


V011:5

Detail: Edge of vault structureSection: Section A, upper storeyRelated details: V02, V03, H01

water drain

E S

B H

vaul

t stru

ctur

e; R

c =

5.0

m2.

K/W

- cur

ved

terra

cotta

pan

els;

30m

m.

- tra

sslim

e m

orta

r; 20

mm

.- s

ynth

etic

rein

forc

emen

t mes

h- c

urve

d tri

plex

; 8m

m.

- air

cavi

ty; 1

6mm

.- b

atte

ns o

f cur

ved

tripl

ex; 1

6*33

mm

.- w

ater

reta

inin

g &

diffu

sion

ope

n fo

il- p

erfo

rate

d cu

rved

trip

lex;

16

mm

.- w

ood

fibre

boar

d in

sula

tion;

80m

m.

- woo

d fib

rebo

ard

insu

latio

n; 1

00m

m.

- com

pres

sed

earth

blo

cks,

210

mm

.- j

ute

rein

forc

emen

t mes

h- l

oam

fini

shin

g w

ith e

xpan

ded

perli

te;

15m

m.

woo

den

fibre

boar

d in

sula

tion,

52m

m.

wat

er re

tain

ing

& di

ffusi

on o

pen

foil

51

H011:5

Detail: Edge of vault structure and glass façadeSection: Upper storeyRelated details: V01, V02, V03

Section of detail H01Properties of vault structure

Rc value

m2.K/W5.00 damp

openhydrophobic

finishing material


Rc value

m2.K/W1.32 72%

LTA

Additional notes

- Hydrophobization of finishing materials must be done each three years and must be done on a dry surface.- The window frames need to be finished with a white coloured damp open paint. - Terracotta panels in this detail are unglazed. - It is important to protect the Compressed Earth Blocks from any form of precipitation during construction.- Wooden framework must be connected to the Compressed Earth Blocks wall by means of steel anchors.

52

V021:5


505+P




stuc-stop profile

P=0.000


E S

B H


passive house window frame- sloped wooden tongue and groove boards; 18*125mm.- wooden battens; 59*112mm.- compressed earth blocks; 280mm.- compression resistant wood fibreboard; 22mm.- derbipure membrane; 3mm.


- loam finishing, 15mm.- compressed earth blocks; 280mm.- biofoam insulation, 160mm.- wooden beams 38*160mm.- compression resistant wood fibreboard; 22mm.- derbipure membrane; 3mm.

retaining wall structure; Rc = 5.27 m2.K/W

passive windowframe

trasslime mortar,23mm.


wood fibreboard, 18mm.


53

H021:5

Detail: Connection of retaining walls Section: Lower storeyRelated details: V04, H03

Section of detail H02

Additional notes

- Wooden tongue and groove boards (larchwood) are exposed to climatic conditions and need to be pickled. - It is important to protect the Compressed Earth Blocks from any form of precipitation during construction.- By means of appendix G from the booklet ‘Master thesis’, it is assumed that the wooden battens do not fall out as a result of the way the battens are inserted in the wall structure. - Hydrophobization of finishing materials must be done each three years and must be done on a dry surface.- The window frames need to be finished with a white coloured damp open paint. - Wooden framework must be connected to the Compressed Earth Blocks wall by means of steel anchors.


Rc value

m2.K/W1.27 72%

LTA

Properties of retaining wall structure

Rc value

m2.K/W5.27 damp

proof

54

V031:5


E S

B H

P = 0.000

1000 - P

2600 + P (ceiling)

2600 + P (ceiling)

2965 - P

1000 - P

505+P




stuc-stop profile

P=0.000


floor structure

- slite tiles, 8mm.- trasslime mortar, 12mm.- compression pressure resistant wood fibreboard; 22mm.- compression resistant wood fibreboard; 22mm.- ecoboard, 18mm.- wooden beams; 71*246mm / 300mm. c.t.c.- pressure resistant wood fibreboard; 22mm.- jute reinforcement mesh- loam finishing; 15mm.


ecoboard, 8mm.

woo

d fib

rebo

ard,

18m

m.

exte

rior w

all s

truct

ure;

Rc

= 5.

25 m

2.K

/W

- tra

sslim

e m

orta

r; 23

mm

.- p

ress

ure

resi

stan

t woo

d fib

rebo

ard;

22m

m.

- woo

den

beam

s, 3

8*16

0mm

.- b

iofo

am in

sula

tion;

160

mm

.- c

ompr

esse

d ea

rth b

lock

s; 2

80m

m.

equ

ippe

d w

ith w

all h

eatin

g sy

stem

.- j

ute

rein

forc

emen

t mes

h- l

oam

fini

shin

g; 1

5mm

.

wat

er re

tain

ing

foil

pass

ive

win

dow

fram

e

illm

ond

woo

den

mou

ntin

g fra

me,

57*

114m

m.

addi

tiona

l jut

e re

info

rcem

ent m

esh

stee

l anc

hor

addi

tiona

l jut

e re

info

rcem

ent m

esh

55

H031:5

Detail: Window frames exterior wallSection: Lower storeyRelated details: V05, H02

Section of detail H03

Additional notes

- It is important to protect the Compressed Earth Blocks from any form of precipitation during construction.- Hydrophobization of finishing materials must be done each three years and must be done on a dry surface.- The window frames need to be finished with a white coloured damp open paint. - Wooden framework must be connected to the Compressed Earth Blocks wall by means of steel anchors.


Properties of exterior wall structure

Rc value

m2.K/W5.25 damp

openhydrophobed

finishing material

Rc value

m2.K/W1.38 72%

LTA

56

V041:5

Detail: Retaining wall with wood finishingSection: -Related details: H02

E S

B H

P=0.000


- sloped wooden tongue and groove boards; 18*125mm.- wooden battens; 55*33mm.- compressed earth blocks; 280mm.- compression resistant wood fibreboard;

P = 0.000

1000 - P

2600 + P (ceiling)

2600 + P (ceiling)

2965 - P

1000 - P

slat

e til

es, 8

mm

.

- woo

den

clad

ding

of l

arch

woo

d; 1

6*67

mm

.- w

oode

n ba

ttens

; 22*

33m

m.

- com

pres

sion

resi

stan

t woo

d fib

rebo

ard;

18m

m.

- vap

or c

ontro

l lay

er- w

oode

n be

ams,

38*

100m

m.

- woo

d fib

rebo

ard

insu

latio

n; 1

00m

m.

- com

pres

sion

resi

stan

t woo

d fib

rebo

ard;

18m

m.

- loa

m fi

nish

ing;

15m

m.

wal

l stru

ctur

e; R

c =

3.34

m2.

K/W

HR

++ g

lazi

ng

pass

ive

win

dow

fram

e

stee

l anc

hor

trass

lime

mor

tar,

12m

m.

loam

fini

shin

g, 1

5mm

.

com

pres

sed

earth

blo

cks,

228

mm

.

wal

l hea

ting

syst

em

com

pres

sion

resi

stan

t woo

d fib

rebo

ard

52m

m.

H041:5

Detail: Connection of indoor walls bathroomSection: Lower storeyRelated details: V19

Section of detail H04Properties of indoor window

Rc value

m2.K/W1.29 72%

LTA

Additional notes

- The window frames need to be finished with a white coloured damp open paint. - Creep of the biofoam insulation - due to compressive forces of the indoor wall structure - is prevented by applying a wooden beam beneath the structure, which transfers the forces towards the foundation. - The indoor CEB wall is insulated to heat transmission from the bathroom to the laundry room. - Indoor walls are connected by means of steel anchors.

Properties of indoor wall structure with CEBs

Rc value

m2.K/W1.38

Properties of indoor wall structure with framework

Rc value

m2.K/W3.34 damp

proof

57

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