SLAB FORMWORK

HD60 Shoring Towers System

HD60 Shoring Towers System

ECONOMICAL FALSEWORK SOLUTION

HD 60 is an economical system fort he assebmly of supporting frames in Formwork construction. The system consists of welded painted or galvanized tubular steel frames and is completed with adjustable head and base spindles in this way forming  shoring system can be joined together. So, the basic dimensions for slab tables are used such as 180,150 and 110.

All heights can be reached using different frames by means of diagonal braces.

HD 60 TABLE DECK SYSTEM

Hd 60 Table  system consists of plywood, secondary beam (H20 or Squared timber) and primary beam(Single  H20 ,Double H20 or  Steel Waler). The plywood is connected to the secondary beams by screws and secondarybeams are placed and connected to the main beam by H20/H20 connection.

The main girder is mounted to the head with H20 fixing plate.

TABLE SHIFTING

Alpine HD 60 Table System can be horizontally moved easily and quickly by Table Transfer Wheel Unit.Wheels on table transfer unit allow safely moving even on rough surface.

Trasnportation Process :

1-The table is lowered approximately 10 cm by head spindles.

2-Two trolley units to be attached to table.

3-The table is suspended and base jackare pulled upward.

4-Move the table to slab edge to be moved by Crane for next stage.

Table Lifting Fork is inserted under secondarygieders. After Fork gonnects to main girder safely by chains. Thus the table is prevented to slip over fork.

For fast transportation between floors. Alpine Table Lifting Forks are used. ATLF is connected to crane at least two points.

 

Prop - Flex System

Prop - Flex System

Cuplock System

Cuplock System

Shoring System( Slab Formwrok System) could be assembled by Cuplock Scaffolding ystems’ items. Cuplock Scacffolding ystem also have shoring application beside its facade application. Node-point connections allow system to reach required slab formwork stabilization.

Node-Point Connection Steps

STEP – 1

More design options are avilable with various ledger lengths. Ledgers are connected on node-points to transfer system load to junction points.

STEP – 2

Two vertical items are connected by connector to each other by means ofpin and pin cotter. This connection makes the system higher to get different elevations

Ledgers with 3mm thickness are connected to vertical items with 3,2 mm thickness. This connection forms node-points.

STEP – 3

H20 Beams are always used as main girder but squared timbers could be used as secondary girder for proj-ect design. Main girders can be designed stagger or double.

Furthermore, using console creates cantilevers for slab formwork.

Ringlock System

Ringlock System

RinglockConnection Steps

Slab Formwork System could be assembled by Ringlok Scaffolding ystems’ items. Ringlock Scafffolding ystem also have shoring application beside its facade application. 8-hole connections allow system to reach required slab formwork stabilization.

STEP – 1

More design options are avilable with various ledger lengths. Ledgers are connected each other to transfer system load to junction point.

STEP – 2

Two vertical items are connected by connector to each other by means of pin and pin cotter. This connection makes the system higher to get different elevation.

STEP – 3

H20 Beams are always used as main girder but squared timbers could be used as secondary girder for project design. Main girders can be designed stagger or double. 

 

 

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