Malaysia Singapore P10 type Movable steel beam construction bridge pier concrete formwork


Offer price breaks when you order a larger quantify.

Leading time would be depends on our work efficiency and delivery schedule, usually within 2 business days.

Shipping: Ships in 2 business day


The tool workbench is made of aluminum profiles as raw materials, using a variety of aluminum profiles, cutting precision, It is easy to process, and the surface is not rusty. It can be combined with various materials and accessories to assemble into various Various styles of workbenches are beautiful and portable, easy to disassemble and assemble, flexible to adjust, and can be customized on demand.

It does not require maintenance and is widely used in various industrial production industries.

safety & guarding

Aluminum profile small shield Product classification: Industrial fence/protection case The whole is made of aluminum profile 4040 and frosted pc board. The overall appearance is beautiful and atmospheric, relatively stable, and the size can be customized according to requirements

Machine Enclosure Machine Frame

The automobile inspection fixture frame is assembled with aluminum profiles and accessories, and the product is designed according to customer requirements Appropriate frame structure, using heavy-duty profiles and supporting connectors, beautiful products , Atmosphere, high strength, please consult APS online customer service for details

Balanced Cantilever Construction of Precast Segmental Bridges

On 45·70m spans, balanced cantilever construction of precast segmental bridges competes with incremental launching of prestressed·concrete decks and with steel bridges with concrete slab| Both structural types are often less expensive, but rarely faster to erect|

Bridge and Viaduct Projects |

At ULMA we have worldwide proven experience in the construction of bridges and viaducts; We offer innovative· configurable· and versatile bridge formwork systems that adapt to any concrete structure: carriages· heavy duty brackets and trusses· formwork for bridge decks· etc; Discover some of the projects in our portfolio· in this video;

Beam based highly flexibe formwork - ULMA

MK is a high load-bearing beam based formwork system designed for a great variety of applications, suitable for any concrete construction market (civil, industrial, energy, residential)` Specify ULMA for superior concrete forming`

Balanced Cantilever Construction of Precast Segmental Bridges

On 45-70m spans! balanced cantilever construction of precast segmental bridges competes with incremental launching of prestressed-concrete decks and with steel bridges with concrete slab` Both structural types are often less expensive! but rarely faster to erect`

Slab and bridge deck formwork ENKOFORM HMK | ULMA

ENKOFORM HMK is a horizontal beam_based formwork system adaptable to various geometries in the field of civil works.. Advanced design to suit the different sections of bridge decks, overpasses and underpasses and other horizontal structures of reinforced concrete.

Prestressed Concrete Bridges: Design and Construction

The book clearly explains the principles behind both the design and construction of prestressed concrete bridges, illustrating the interaction between the two| It covers all the different types of deck arrangement and the construction techniques used, ranging from in-situ slabs and precast beams! segmental construction and launched bridges! and |||


Many beam bridges use concrete or steel beams to handle the load, The size of the beam, and in particular the height of the beam, controls the distance that the beam can span, By increasing the height of the beam, the beam has more material to dissipate the tension,

The Bridge and Structural Engineer by IABSE -

For spans above 250 m, cable.stayed bridges are usually the most economical solution. Conceptual and structural design of this bridge type with bridge decks made of steel, concrete or a combination of

Prestressed concrete bridges : design and construction

Prestressed Concrete Bridges_Design and Construction. 2nd;2012_(Nigel R. Hewson).pdf pages` 390