compendium methods and equipment der no.: 101167 ... · beton abschalrohr einbringen des betons im...

Special Deep Foundation CompendiumMethods and EquipmentEd.: Liebherr, Nenzing/Austria

BVV Spezialtiefbautechnik Vertriebs GmbH, München/Germany

Volume I: Piling and Drilling Rigs (LRB Series)1st Edition - March 2008304 pages, hardcover, € 129,– ISBN (German Edition): 978-3-433-02904-6ISBN (English Edition): 978-3-433-02905-3

Band II: Drilling Machines and Hydraulic Crawler Cranes (LB and HS Series)1st Edition - Spring 2009approx. 320 pages, hardcover, € 129,– ISBN (German Edition): 978-3-433-02933-6ISBN (English Edition): 978-3-433-02932-9

The methods and equipment technology employed in the deep foundation industry have improved rapidly in recent years. The in-genuity of civil engineers, the results of new scientific research and the ongoing and new developments in machine technology have all led to the acceleration of this process.

Applying technologies that have become very complex, and se-lecting the suitable machinery and equipment, demand ever more specialized knowledge and practical experience. It has become very difficult for users and manufacturers of special deep founda-tion machinery to maintain an overview of the level of technology in the sector.

Both volumes provide a comprehensive overview of the special deep foundation applications, equipment and processes. They are intended as an aid to planning and implementation, and aim to help practitioners, public authorities, engineering companies and students to broaden and complete their level of knowledge. They are targeted primarily at occupational engineers and applications in the field.

The individual chapters discuss manufacturing techniques and po-tential applications, along with the associated machine compo-nents. The specifics of each method and machine technology are examined in detail.

Since the first volume of the compendium on Special Deep Foun-dation was published in March 2008, it has become a standard reference book. We are about to finish Volume II which certainly meets the standard set by Volume I.

Brief description

Use the chance and order in advance: Volume II Drilling Machines and Hydraulic Crawler Cranes – or the complete set of Volume I and Volume II for € 189,–

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Volume IPiling and Drilling Rigs(LRB Series)

published in March 2008

Special Deep Foundation

CompendiumMethods and Equipment

Volume IIDrilling Machines and Hydraulic Crawler Cranes(LB and HS Series)

Spez

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S p e C i a l D e e p F O U N D a T i O NC O m p e N D i U m

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General:

• Vibrating • Vibro-drilling • Pressing

• Double rotary drilling • Impact pile driving

Content Overview

K 16 / �

Als Stützflüssigkeit (Stützsuspension) kommt üb-licherweise eine Suspension aus Bentonit und Was-ser zur Anwendung (Bentonitsuspension) (siehe Beschreibung in „Schlitzen“). Die Bentonitsuspension wird je nach der anstehen-den Bodenart und der verwendeten Bentonitsorte unterschiedlich aufbereitet.

Der Aushub des Schlitzes erfolgt je nach Anforde-rung in Bezug auf Tiefe, Breite und Bodenart entwe-der im Greiferverfahren oder mit einer Schlitz-wandfräse. Während des Aushubes wird die Ben-tonitsuspension ständig zugegeben, wobei darauf zu achten ist, dass sich die Schwankungen des Flüssigkeitsspiegels im Schlitz stets innerhalb der Leitwandhöhe bewegen. Bei einer Zweiphasen-schlitzwand wird die nach der Fertigstellung des

Schlitzes durch Bodenmaterial verunreinigte („ge-brauchte“) Suspension vom eingebrachten Beton verdrängt und abgepumpt. Da sie meist in diesem Zustand nicht weiterverwendet werden kann und eine Abfuhr auf Deponie aus Kosten- und Umwelt-schutzgründen zu aufwendig ist, wird sie in einer Regenerierungsanlage zur Wiederverwendung aufbereitet.

Zur Herstellung einer durchgehenden Schlitzwand werden die einzelnen Elemente erst auf Lücke fer-tiggestellt (Primärschlitz) und nach dem Erhärten dieser Lamellen die dazwischen liegenden Sekun-därschlitze ausgehoben und betoniert.

Herstellungsphasen einer Schlitzwandlamelle aus Stahlbeton (z.B. Primärschlitz)

Aushub z.B. mit Schlitzwandgreifer unter Zugabe von Stützsuspension

Einbauen der Abschalrohre

Einstellen der Bewehrung

Beton

Abschalrohr

Einbringen des Betons im Kontraktorverfahren und gleichzeitiges Abpumpen der Stützsuspension

Slurry wall

K 16 / �









Beton

Abschalrohr


Slurry wall

K 16 / �









Beton

Abschalrohr


Slurry wall

Illustrations help visualize complex applications and technologies.

Examples of layout & design in Volume I und II

Volume I

Description of methods:- Vibrating sheet pile profiles

and steel beams - Vibrated cast-in-place pile ·

Vibration of steel pipes- Horizontal sealing slabs - Thin slurry wall

(vibrated beam slurry wall) - GEWI piles- RV pile and RI pile- Deep compaction · Vibration

columns · Vibro-replacement · Geotextile pile

- Drilled pile using the double rotary drilling method · Dou-ble rotary (“front-of-wall”) drilled pile

- Augered piles · Partial and full displacement augered piles

- High-pressure injection

- Wet-mix pile/MIP pile · Dry-mix pile · CSV method

- Well drilling- Predrilling- Cast-in-place full displacement

drilled piles · Steel pipe piles produced with the vibro-drill-ing method

- Impact driving of steel sheet pile profiles, steel beam pro-files and steel pipes

- Impact driving of precast rein-forced concrete and prestressed concrete driven piles, wooden piles

- Pressing in sheet pile profiles using the pressing method

Description of methods:- Drilled pile

- Augered piles · Partial and full displacement augered piles

- Steel beam profiles and steel pipes in bore holes

- Sand- and gravel piles, Soil exchange

- Predrilling

- Well drilling

- GEWI piles

- High-pressure injection

- Wet-mix pile/MIP pile

- Slurry wall

- Impact driving of steel profiles

- Deep compaction

- Impact driving of steel sheet pile profiles, steel beam pro-files and steel pipes

- Impact driving of precast rein-forced concrete and pre-stressed concrete driven piles

- Dynamic soil compaction

General:

• Kelly drilling • Double rotary drilling • Vibrating

• Single rotary • Grab excavation • Impact pile driving

drilling • Slurry wall

Volume II

13/10/08

SteelPressing15Z and

U profiles– Z and

U profilesZ and

U profiles–

depending on the type of profile down to a depth of max. 15 m

12–15

R

R

* Where a ring vibrator is used (with suitably designed leader top), the steel pipe may extend beyond the length of the leader

Sheet pile profiles

Combined profiles

Wood

Concrete

Steel

P

P

P

P

Q

Q

Impact pile driving

Hydraulic hammerH 85

Sheet pile press 4080 or 4125

22

22

22

22

all

HEB 600

–

450x450

–

–

610

–

all

HEB 600

–

450x450

–

–


508

–

standard down to a depth of 15 m

18

16

18

18

all

HEB 400

–

450x450

–

–

508

–

20

20

22

20

Sheet pile profiles

Steel beam profiles

Combined profiles

Steel pipes

Driven wood pile

Precast reinf. concrete driven pile

K

H

H

L

L

N

M

Suspension

Lime/Cement

Concrete

E

I

I

L

Double rotary drive DBA 200

Casing with auger

Double rotary drilling

610

610

appr. 600

appr. 500

down to a depth of max. 24 m


appr. 600

appr. 600

possible with LRB 155, but not standard

610

appr. 600

750

750

appr. 750

appr. 600

appr. 750

appr. 750

900

appr. 750

12

12

18

18

18

18

10

18

–

–

–

–

–

–

–

–

–

–

–

–

–

–

–

–

17

17

18

15

18

18

12

18

–

–

–

–

–

–

–

–

508

508

appr. 500

appr. 400

appr. 500

appr. 500

508

appr. 500

17

17

20

18

20

20

12

20

High pressure injection

Drilled pile

FOW (“front-of-wall“) drilled pile

CSV method

Dry-mix pile

Predrilling

Well drilling

GEWI pile

Augered pile

Partial and full displacement pile

Wet-mix pile/MIP pile

Steel

Concrete

Suspension

Steel and Suspension

Gravel/Sand

B

A

A

B

E

F

G

A

C

D

G

G

Method and equipment

Vibrating

Product/application Described underInstallation material

Top vibrator 23 VML

Ring vibrator20 VMR

LRB 155 Soil conditions and dimensions (guidelines)Soil types light medium heavy

24

24

24*

24*

21

21*

21*

all

HEB 600

–

–

I 800

–

–

–

–

610

610

–

610

610

Depth max

m

Profiles/ dimensions

mm

Ø max

mm

all

HEB 600

–

–

I 600

–

–

–

–


508

508


–



depending on the installation method down to a depth of max. 24 m*

508

508

Depth max

m


mm

Ø max

mm

16

16

18*

18*

15

18*

18*

all

HEB 400

–

–

I 600

–

–

–

–

508

508

–

508

508

Depth max

m


mm

Ø max

mm

20

20

24*

24*

21

21*

21*

Steel pipes

Sheet pile profiles

Steel beam profiles

Vibrated cast-in-place pile

GEWI pile

RI and RV pile

Deep compaction

Combined profiles

Horizontal sealing slabs

Thin slurry wall

Vibro-repl. columns/vibro-repl.

Geotextile pile

© 53007 BVV Spezialtiefbautechnik/kom DESIGN·1 GmbH Munich

Comp_LRB155_EN_1_Ed.qxd 28.08.2006 11:03 Uhr Seite 2

It is easy to find your way around using the pull-out pages with a general overview.


U profiles– Z and

U profilesZ and

U profiles–


12–15

R

R


Sheet pile profiles

Combined profiles

Wood

Concrete

Steel

P

P

P

P

Q

Q

Impact pile driving



22

22

22

22

all

HEB 600

–

450x450

–

–

610

–

all

HEB 600

–

450x450

–

–


508

–


18

16

18

18

all

HEB 400

–

450x450

–

–

508

–

20

20

22

20

Sheet pile profiles

Steel beam profiles

Combined profiles

Steel pipes

Driven wood pile


K

H

H

L

L

N

M

Suspension

Lime/Cement

Concrete

E

I

I

L


Casing with auger


610

610

appr. 600

appr. 500



appr. 600

appr. 600


610

appr. 600

750

750

appr. 750

appr. 600

appr. 750

appr. 750

900

appr. 750

12

12

18

18

18

18

10

18

–

–

–

–

–

–

–

–

–

–

–

–

–

–

–

–

17

17

18

15

18

18

12

18

–

–

–

–

–

–

–

–

508

508

appr. 500

appr. 400

appr. 500

appr. 500

508

appr. 500

17

17

20

18

20

20

12

20


Drilled pile


CSV method

Dry-mix pile

Predrilling

Well drilling

GEWI pile

Augered pile



Steel

Concrete

Suspension


Gravel/Sand

B

A

A

B

E

F

G

A

C

D

G

G


Vibrating


Top vibrator 23 VML

Ring vibrator20 VMR


24

24

24*

24*

21

21*

21*

all

HEB 600

–

–

I 800

–

–

–

–

610

610

–

610

610

Depth max

m


mm

Ø max

mm

all

HEB 600

–

–

I 600

–

–

–

–


508

508


–




508

508

Depth max

m


mm

Ø max

mm

16

16

18*

18*

15

18*

18*

all

HEB 400

–

–

I 600

–

–

–

–

508

508

–

508

508

Depth max

m


mm

Ø max

mm

20

20

24*

24*

21

21*

21*

Steel pipes

Sheet pile profiles

Steel beam profiles


GEWI pile

RI and RV pile

Deep compaction

Combined profiles


Thin slurry wall


Geotextile pile




U profiles– Z and

U profilesZ and

U profiles–


12–15

R

R


Sheet pile profiles

Combined profiles

Wood

Concrete

Steel

P

P

P

P

Q

Q

Impact pile driving



22

22

22

22

all

HEB 600

–

450x450

–

–

610

–

all

HEB 600

–

450x450

–

–


508

–


18

16

18

18

all

HEB 400

–

450x450

–

–

508

–

20

20

22

20

Sheet pile profiles

Steel beam profiles

Combined profiles

Steel pipes

Driven wood pile


K

H

H

L

L

N

M

Suspension

Lime/Cement

Concrete

E

I

I

L


Casing with auger


610

610

appr. 600

appr. 500



appr. 600

appr. 600


610

appr. 600

750

750

appr. 750

appr. 600

appr. 750

appr. 750

900

appr. 750

12

12

18

18

18

18

10

18

–

–

–

–

–

–

–

–

–

–

–

–

–

–

–

–

17

17

18

15

18

18

12

18

–

–

–

–

–

–

–

–

508

508

appr. 500

appr. 400

appr. 500

appr. 500

508

appr. 500

17

17

20

18

20

20

12

20


Drilled pile


CSV method

Dry-mix pile

Predrilling

Well drilling

GEWI pile

Augered pile



Steel

Concrete

Suspension


Gravel/Sand

B

A

A

B

E

F

G

A

C

D

G

G


Vibrating


Top vibrator 23 VML

Ring vibrator20 VMR


24

24

24*

24*

21

21*

21*

all

HEB 600

–

–

I 800

–

–

–

–

610

610

–

610

610

Depth max

m


mm

Ø max

mm

all

HEB 600

–

–

I 600

–

–

–

–


508

508


–




508

508

Depth max

m


mm

Ø max

mm

16

16

18*

18*

15

18*

18*

all

HEB 400

–

–

I 600

–

–

–

–

508

508

–

508

508

Depth max

m


mm

Ø max

mm

20

20

24*

24*

21

21*

21*

Steel pipes

Sheet pile profiles

Steel beam profiles


GEWI pile

RI and RV pile

Deep compaction

Combined profiles


Thin slurry wall


Geotextile pile




U profiles– Z and

U profilesZ and

U profiles–


12–15

R

R


Sheet pile profiles

Combined profiles

Wood

Concrete

Steel

P

P

P

P

Q

Q

Impact pile driving



22

22

22

22

all

HEB 600

–

450x450

–

–

610

–

all

HEB 600

–

450x450

–

–


508

–


18

16

18

18

all

HEB 400

–

450x450

–

–

508

–

20

20

22

20

Sheet pile profiles

Steel beam profiles

Combined profiles

Steel pipes

Driven wood pile


K

H

H

L

L

N

M

Suspension

Lime/Cement

Concrete

E

I

I

L


Casing with auger


610

610

appr. 600

appr. 500



appr. 600

appr. 600


610

appr. 600

750

750

appr. 750

appr. 600

appr. 750

appr. 750

900

appr. 750

12

12

18

18

18

18

10

18

–

–

–

–

–

–

–

–

–

–

–

–

–

–

–

–

17

17

18

15

18

18

12

18

–

–

–

–

–

–

–

–

508

508

appr. 500

appr. 400

appr. 500

appr. 500

508

appr. 500

17

17

20

18

20

20

12

20


Drilled pile


CSV method

Dry-mix pile

Predrilling

Well drilling

GEWI pile

Augered pile



Steel

Concrete

Suspension


Gravel/Sand

B

A

A

B

E

F

G

A

C

D

G

G


Vibrating


Top vibrator 23 VML

Ring vibrator20 VMR


24

24

24*

24*

21

21*

21*

all

HEB 600

–

–

I 800

–

–

–

–

610

610

–

610

610

Depth max

m


mm

Ø max

mm

all

HEB 600

–

–

I 600

–

–

–

–


508

508


–




508

508

Depth max

m


mm

Ø max

mm

16

16

18*

18*

15

18*

18*

all

HEB 400

–

–

I 600

–

–

–

–

508

508

–

508

508

Depth max

m


mm

Ø max

mm

20

20

24*

24*

21

21*

21*

Steel pipes

Sheet pile profiles

Steel beam profiles


GEWI pile

RI and RV pile

Deep compaction

Combined profiles


Thin slurry wall


Geotextile pile




U profiles– Z and

U profilesZ and

U profiles–


12–15

R

R


Sheet pile profiles

Combined profiles

Wood

Concrete

Steel

P

P

P

P

Q

Q

Impact pile driving



22

22

22

22

all

HEB 600

–

450x450

–

–

610

–

all

HEB 600

–

450x450

–

–


508

–


18

16

18

18

all

HEB 400

–

450x450

–

–

508

–

20

20

22

20

Sheet pile profiles

Steel beam profiles

Combined profiles

Steel pipes

Driven wood pile


K

H

H

L

L

N

M

Suspension

Lime/Cement

Concrete

E

I

I

L


Casing with auger


610

610

appr. 600

appr. 500



appr. 600

appr. 600


610

appr. 600

750

750

appr. 750

appr. 600

appr. 750

appr. 750

900

appr. 750

12

12

18

18

18

18

10

18

–

–

–

–

–

–

–

–

–

–

–

–

–

–

–

–

17

17

18

15

18

18

12

18

–

–

–

–

–

–

–

–

508

508

appr. 500

appr. 400

appr. 500

appr. 500

508

appr. 500

17

17

20

18

20

20

12

20


Drilled pile


CSV method

Dry-mix pile

Predrilling

Well drilling

GEWI pile

Augered pile



Steel

Concrete

Suspension


Gravel/Sand

B

A

A

B

E

F

G

A

C

D

G

G


Vibrating


Top vibrator 23 VML

Ring vibrator20 VMR


24

24

24*

24*

21

21*

21*

all

HEB 600

–

–

I 800

–

–

–

–

610

610

–

610

610

Depth max

m


mm

Ø max

mm

all

HEB 600

–

–

I 600

–

–

–

–


508

508


–




508

508

Depth max

m


mm

Ø max

mm

16

16

18*

18*

15

18*

18*

all

HEB 400

–

–

I 600

–

–

–

–

508

508

–

508

508

Depth max

m


mm

Ø max

mm

20

20

24*

24*

21

21*

21*

Steel pipes

Sheet pile profiles

Steel beam profiles


GEWI pile

RI and RV pile

Deep compaction

Combined profiles


Thin slurry wall


Geotextile pile



Glossary


Glossary 3

Drilled beam Drilled pile Drilling HDrilled pile Drilling HDrilled well Well drilling Drilling MDrilling drive Drilling DrillingDrilling rod Drilled pile Drilling HDrive cap Impact driving Impact drivingDrive pipe Impact driving Impact drivingDriven pile Impact driving P, QDriven steel pile Steel beam profiles, steel pipes Impact driving PDry-mix pile Drilling LDuctile cast iron pile Steel pipes Impact driving PDuctile driven pile Ductile pile Impact driving PDuctile iron pile Steel pipes Impact driving PDuctile pile Steel pipes Impact driving P

E Exciter Vibrator Vibrating VibratingExternal impacting process Steel pipes Impact driving P

F Foot grouting Sheet pile wall profile Vibrating, impact driving A, PFOW (front-of-wall) drilling FOW (front-of-wall) drilled pile Drilling HFOW (front-of-wall) pile Drilled pile Drilling HFree-fall hammer Hammer Impact driving Impact drivingFrequency Vibrator Vibrating VibratingFull displacement cast-in-place drilled pile Vibro-drilling OFull displacement drilled pile Full displacement cast-in-place pile Vibro-drilling OFull displacement pile Displacement pile Vibrating, drilling B, I

G Geotextile hose Geotextile stocking, geotextile pile Vibrating GGeotextile pile Vibrating GGeotextile sand pile Geotextile pile Vibrating GGeotextile stocking Geotextile hose, geotextile pile Vibrating GGEWI pile Vibrating, drilling EGravel column Gravel pile, vibro-replacement column Vibrating GGravel drain pile Gravel pile, vibration columns Vibrating GGravel pile Vibration columns Vibrating GGravel pile with textile skin Geotextile pile Vibrating GGroundwater well Well drilling Drilling MGrout Thin slurry wall Vibrating D

H Hammer Impact driving Impact drivingHammer guide Impact driving Impact drivingHigh pressure injection Drilling KHigh-frequency vibrator Vibrator Vibrating VibratingHigh-pressure soil stabilisation/ High-pressure injection Drilling KcementationHollow stem Augered pile Drilling IHollow stem auger Augered pile Drilling IHorizontal sealing slab Vibrating CHP pile Steel beam profiles Vibrating, impact driving A, PHydraulic free-fall hammer Hammer Impact driving Impact drivingHydraulic hammer Hammer Impact driving Impact drivingHZ pile Steel beam profiles Vibrating, impact driving A, PHZ wall Combined wall Vibrating, impact driving A, P

Term / Product / See Operation DescribedApplication under

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Glossary


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Glossary


Glossary 3








The glossary lists definitions, cross-references and terms.

Thin slurry wall (vibrated beam slurry wall)


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Creating a thin slurry wall by the vibration process

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