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EXPANSION JOINTS SM MEG PT RAILWAJ STS TYPES

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EXPANSION JOINTSSM MEG PT RAILWAJ STS TYPES

Expansion joints are designed to ensure continuity between two structural elements and to follow the movements of the structure itself, generally due to:

• Hygrometric shrinkage of concrete; • Thermal degradation of the deck; • Braking actions;• Anti-seismic actions The expansion joints of SOMMA have a range of movement FROM 20 TO 1200 MM, their perfor-mance is guaranteed even in case of high traffic density and in case of constant exposure to external agents.All expansion joints are fitted with a system of drainage and are designed to minimize traffic noise andprovide maximum comfort for passengers in transit.

The expansion joints of SOMMA are designed and manufactured according to ETAG32.

REINFORCED RUBBER JOINTS – SMALL MOVEMENTS

JOINT SMF 100S

JOINT SMF 50

SMF

They consist of steel side plates and one or more central steel bridge plates, vulcanised with deformable rubber elements, arranged so that, when the joint is cut vertically, at least one reinforcement element is always encountered.

The expansion joints are manufactured according to ETAG32.

The joint panel is supplied with rubber flashing for water collection and with the fixing system, consisting of anchor bolts, washers and self-locking nuts.

It has a water drainage system thanks to the insertion of an aluminium C profile.

UP TO +/- 25

UP TO +/- 50

MATERIALS

POS OBJECT MATERIAL STANDARD

1 DRAINAGE SYSTEM ALUMINIUM UNI9006/1

2 ANCHOR PLATE S275

3 RUBBER PANEL ELASTOMER 60SH

4 CONTRAST WASHER S235 JR

S235 JR5 DISTRIBUTION WASHER

6

7

ELASTOMER

M12 CLASSE 6S

M12X165 CL.8.8

8

ANCHOR SYSTEM

LOCKNUT

FLASHING

EN 1337

EN 1337

EN 10025

EN 10025

EN 10025

EN 20898

EN 20898

EXPANSION JOINTS SM FOR SMALL AND MEDIUM MOVEMENTS

SM

They consist of steel side plates and one or more central steel bridge plates, vulcanised with deformable rubber elements, arranged so that, when the joint is cut vertically, at least one reinforcement element is always encountered.

The xpansion joints are manufactured according to ETAG32.

The joint panel is supplied with rubber flashing for water collection and with the fixing system, consisting of anchor bolts, washers and self-locking nuts. It has a water drainage system thanks to the insertion of an aluminium C profile.

MATERIALS AND TYPES

POS OBJECT MATERIAL STANDARD

1 MIXTURE THIKNESS HIGH STRENGHTREAOPLASTIC CONCRETE

2 EPOXY STICK

3 FLASHING HYPALON

4 MIXTURE FOR ANCHOR FIXING

5 DRAINAGE SYSTEM ALLUMINIUM

EPOXY6 ELASTIC SEALANT

ELASTOMER 60 SH - 2235JR

UNI 9006/1

7 MAT

CL8.88 ANCHORING SYSTEM

S275 ZN

EN 20898

EN 1337/EN 10025

EN 1337

TYPE MOVEMENT H (mm) MEDIUM GAP (mm)L (mm) ANCHOR

SM50 ± 25 MM

± 32,5 MM

± 40 MM

± 55 MM

SM65

SM80

SM110

37

40

45

240

266

352

46 356

9 OVAL WASHER

CL 8

S235 GALVANIZED EN 10025

EN 2089810 LOCKNUT

11 LAYER

12 BINDER

13 DECK WATERPROOFING

35

45

55

70

M14x200

M14x200

M16x200

M18x200

REINFORCED RUBBER EXPANSION JOINTS SM FOR SMALL AND MEDIUM MOVEMENTS

MATERIALS AND TYPES

SM 120 ± 60 MM 55 580 80 M18X200

SM 200 ± 100 MM 78 711 110 M20X200

SM 250 ± 125 MM 98 892 145 M22X250

SM 350 ± 175 MM 128 1198 195 M27X250

TYPE MOVEMENT H (mm) MEDIUM GAP (mm)L (mm) ANCHOR

POS OBJECT MATERIAL STANDARD

1 MIXTURE THIKNESS HIGH STRENGHTREAOPLASTIC CONCRETE

2 EPOXY STICK

3 FLASHING HYPALON

4 MIXTURE FOR ANCHOR FIXING

5 DRAINAGE SYSTEM ALLUMINIUM

EPOXY6 ELASTIC SEALANT

ELASTOMER 60 SH - 2235JR

UNI 9006/1

7 MAT

CL8.88 ANCHORING SYSTEM

S275 ZN

EN 20898

EN 1337/EN 10025

EN 1337

9 OVAL WASHER

CL 8

S235 GALVANIZED EN 10025

EN 2089810 LOCKNUT

11 LAYER

12 BINDER

13 DECK WATERPROOFING

They consist of a central plate covering the gap between the structural elements, vulcanised inside a rubber element. Sliding is ensured by the presence of deformable rubber modules, vulcanised with steel plates and containing stainless steel anti-lifting bars.The sliding capacity of the joint depends on the number of rubber modules of which it is composed. The system is designed so that, when the joint is cut vertically, at least one reinforcement element is always encountered.

The xpansion joints are designed and manufactured according to ETAG32.

The joint panel is 1.5 m in length and is supplied with rubber flashing for water collection and with the fixing system, consisting of anchor bolts, washers and self-locking nuts. It has a water drainage system thanks to the insertion of an aluminium L-profile.

REINFORCED RUBBER EXPANSION JOINTS LARGE MOVEMENTS TYPE MEG

MEG

UP TO +/-320

REINFORCED RUBBER EXPANSION JOINTS LARGE MOVEMENTS TYPE MEG

UP TO +/-600

MATERIALS AND TYPES

MEG 720 ± 360 MM 85 2390 380 M24X250

MEG 800 ± 400 MM 85 2630 420 M24X250

MEG 900 ± 450 MM 85 2870 470 M24X250

MEG 1000 ± 500 MM 85 3250 520 M24X250

MEG 1100 ± 550 MM 85 3490 570 M24X250

MEG 1200 ± 600 MM 85 3730 620 M24X250

1

2

3 EN 1337

4

5 UNI 9006/1

6

7EN 1337 - EN 10025EN 10025 - EN 10088

8 EN 20898

9 EN 10025

10 EN 20898

11

TYPE MOVEMENT H (mm) MEDIUM GAP (mm)L (mm) ANCHOR

POS OBJECT MATERIAL STANDARD

MIXTURE THIKNESS HIGH STRENGHTREAOPLASTIC CONCRETE

EPOXY STICK

FLASHING HYPALON

EPOXY RESINMIXTURE FOR ANCHOR FIXING

DRAINAGE SYSTEM ALLUMINIUM

EPOXYELASTIC SEALANT

ELASTOMER 60 SH - 2235JRMAT

CL8.8ANCHORING SYSTEM

OVAL WASHER

CL 8

ELASTIC SEALANT

S235 GALVANIZED

LOCKNUT

TRANSITION AREA

The joints are made up of lateral steel plates and a central bridge plate vulcanized with deformable rubber elements.They are disposed to make sure that, if the joint is vertically cut, a reinforcing element is always found.

The expansion joints are designed and manufactured according to ETAG32.

The length of the panel is 2m. The joint is provided with a rubber flashing to collect the water and with the fixing system, consisting of anchor bolts, washers and nuts.The waters drainage system is made up of an C-shaped aluminium profile.

REINFORCED RUBBER JOINTS – SMALL AND MEDIUM MOVEMENTS

SMV

MATERIALS

POS OBJECT MATERIAL STANDARD

1 MIXTURE THIKNESS HIGH STRENGHTREAOPLASTIC CONCRETE

2 EPOXY STICK

3 FLASHING HYPALON

4 MIXTURE FOR ANCHOR FIXING

5 DRAINAGE SYSTEM ALLUMINIUM

EPOXY6 ELASTIC SEALANT

ELASTOMER 60 SH - 2235JR

UNI 9006/1

7 MAT

CL8.88 ANCHORING SYSTEM

S275 ZN

EN 20898

EN 1337/EN 10025

EN 1337

9 OVAL WASHER

CL 8

S235 GALVANIZED EN 10025

EN 2089810 LOCKNUT

11 LAYER

12 BINDER

13 DECK WATERPROOFING

The joint consists of two L-shaped metal profiles welded to a steel end plate. A vulcanised rubber pad is inserted between the two profiles. It is anchored to the slab with clamps 10 mm in diameter and with a centre distance of 200 mm. The flashing for water collection comes included.

The expansion joints are designed and manufactured according to ETAG32.

SP20 - UNDERPAVIMENT JOINT FOR MOVEMENTS UP TO ± 10 MM.

SP 20

For existing slab

For new slab

MATERIALS AND TYPES

POS OBJECT MATERIAL STANDARD

1 L SHAPED PROFILE 80 X 80 X 8 S275 JR EN 10025

2 ANCHOR A S275 JR EN 10025

3 ANCHOR B S275 JR EN 10025

4 RUBBER ELEMENT EPDM CNR 10018

5 STEEL PLATE 100X5 S275 JR EN 10025

6

7

SCREW TE M10X40 + WASHER + LOCKNUT

7

FLASHING EPDM CNR 10018

The joint comprises two T-shaped metal profiles with a complementary comb configuration, which ensu-res the interpenetration of the two elements during expansion and contraction of the joint. A vulcanised rubber pad is inserted between the two profiles. It is anchored to the slab by 12 mm diameter clamps and placed at a centre distance of 200 mm. The flashing for water collection comes included. Due to the design of the coupling, transverse runs are limited.

The expansion joints are designed and manufactured according to ETAG32.

PT - CANTILEVER JOINT FOR SMALL MOVEMENTS

PT 20

For existing slab For new slab

MATERIALS AND TYPES

TYPE MOVEMENT H [mm] L [mm] L1 [mm] AVERAGE GAP [mm]

PT20 TS ± 10 MM 265 129 292 40

PT30 TS ± 15 MM 265 129 295 43

POS

1 EPDM

2 S275 JR EN 10025

CNR 10018

3 S275 JR EN 10025

4 ANCHOR ROUND B S275 JR EN 10025

5

MIXTURE FOR ANCHOR FIXING6

EPDM

OBJECT MATERIAL STANDARD

L SHAPED PROFILE 80 X 80 X 8

L SHAPED PROFILE 80 X 80 X 8

RUBBER ELEMENT

FLASHING

PTW PSW

The joint comprises two Corten-type comb-worked steel plates, and the teeth of the comb are arranged like shelves. It is anchored to the slab using appropriately sized brackets and the drainage system is made of a galvanised steel L profile.

The flashing for water collection comes included.

The expansion joints are designed and manufactured according to ETAG32.

PMW PSW – CANTILEVER EXPANSION JOINT FOR LARGE MOVEMENTS

MATERIAL AND TYPES

TYPE MOVEMENT H [mm] L [mm] AVERAGE GAP [mm] ANCHOR

PT(W) 100 ± 50 MM 30 500 80 M28X160

PT(W) 200 ± 100 MM 40 650 130 M36X180

PT(W) 300 ± 150 MM 50 870 180 M36X180

PT(W) 400 ± 200 MM 60 1050 230 M36X180

POS OBJECT MATERIAL STANDARD

1 CANTILEVER JOINT S355J0 - S355J0W EN 10025-5

2

3 ELASTOMER

4 ALUMINIUM

5 CL. 8.8 EN 20898

UNI 9006/1

EN 1337

6 S235 ZN EN 10025

7 CL 8 EN 20898

8 S355J0W

9

10

MIXTURE THIKNESS

FLASHING

DRAINAGE SYSTEM

ANCHORING SYSTEM

WASHER

LOCKNUT

STEEL PLATE

LAYER

BINDER

HIGH STRENGHTREAOPLASTIC CONCRETE

CL 8

Railway couplings are designed with special measures to be suitable for use in railway structures and to meet RFI requirements. In particular, dielectric rubber is used and a stainless-steel plate goes on the upper surface of the joint to prevent the ballast from penetrating inside.

It is anchored using threaded rods.

The flashing for water collection comes included.

RAILWAJ - RAILWAY JOINT

RAILWAJ

MATERIALS AND TYPES

POS OBJECT MATERIAL STANDARD

1 PROTECTIVE PLATE STAINLESS STEEL EN 10088

2 WATERPROOFING ELASTOMER

3 FLASHING ELASTOMER

4 RESIN FOR ANCHOR FIXING EPOXY RESIN

5 DRAINAGE SYSTEM ALUMINIUM UNI 9006/1

6 ELASTIC SEALANT

7 MATELASTOMER60 SH - 2235JR - STEEL PLATE S355J0

ANTILIFTING BARS X5CRNIMOUNI 4916 - EN 10025

8 ANCHOR SYSTEM CL. 8.8 GALVANIZED EN 20898

9 WASHER S275 GALVANIZED EN 10025

10 LOCKNUT CLASSE 6S - GALVANIZED EN 20898

11 TRANSITION ZONE ELASTIC SEALANT

TYPE MOVEMENT H [mm] L [mm] AVERAGE GAP [mm] ANCHOR

RAILWAJ 100 ± 50 MM 50 532 66 M12X165

RAILWAJ 200 ± 100 MM 50 832 127 M12X165

RAILWAJ 300 ± 150 MM 50 1132 173 M12X165

RAILWAJ 400 ± 200 MM 50 1432 210 M12X165

STs modular Joints are designed as multiple or single support bar joints systems depending on the requi-red range of movement and the intended application. They are designed to accommodate structural movements through on arrangement of adjacent connecting seals that have a self regulating gap system designed to ensure that all seals open equally. The joints are made up of an arrangement of edge and center beams that run perpendicular to the bridge’s longitudinal axis and are interspersed with neoprene seals. The center beams in turn slide on support beams that are arranged to move along one or both edges. The support beams are designed to allow rotational and sliding movements.

STs modular joints significantly reduce road surface traffic noise and vibration to a minumum and the design approach also results in a continuous water tight connection at both minimum and maximum ope-ning apertures, very durable fatigue free connections and maintenance free components.

The expansion joints are designed and manufactured according to ETAG32.

STs MODULAR JOINTS

STs

TYPES

TYPE MOVEMENT AMIN [mm] AMAX [mm] B1 B2 C

STs 160

STs 240

STs 320

160 150 310 200 290

240 230 470 300 290

320 310 630 380 320

400 390 790 460 320

480 470 960 540 330

560 550 1110 620 330

640 630 1270 700 330

720 710 1430 780 350

800 790 1590 860 350

880 870 1750 940 370

960 950 1910 1020 370

1040 1030 2070 1100 400

1120 1110 2230 1180 420

1200 1190 2390 1260

200

300

380

460

540

620

700

780

860

940

1020

1100

1180

1260 420

STs 400

STs 480

STs 560

STs 640

STs 720

STs 800

STs 880

STs 960

STs 1040

STs 1120

STs 1200

INSTALLATIONThe installation of the joint must take place after a sufficient period of settling of the road paving.The diffe-rential yielding of the asphalt due by traffic doesn’t occur near the joint, because the high strength mortars used prevent every lowering.Therefore It is advisable to install the joints after at least 6 months following the opening to traffic on final pavement.Alternatively we invite you to increase the vibro-rolling near the joint, in order to reduce the the gaps and to limit as much as possible the subsequent settling of the pavement.

PRELIMINARY PHASE

• Cut of asphalt;• Removal of the paving and bush-hammering;• Placing of the drainage system;• Preparation of the site of the joint; • of mortar or shrinkage compensating grout to create the support surface of the joint;• Tracing holes.

POSITIONING OF THE JOINT • Positioning of the panels of the joint (in the case of loads over 30 kg, use a lifting tool);• Drilling and grouting of anchors;• Tightening of the anchor nuts with torque indicated on the project;• Realization of the transition areas;• Sealing of the housing slots for the anchors until complete filling.

Legal Head Office Via Nicola Marchese, 10 - 00141 Roma Italy

[email protected]

TEL: +39 06 45769160FAX: +39 06 45769161

www.sommainternational.com

Via dei Colonizzatori Snc - 04011 Aprilia (LT) Italy