Tunel Mold



The tunnel mold is used for implementing the types of water, sewage, railroad tunnels and others. This mould is produced based on the type of usage of the tunnel in differenet sections such as cricular, horseshoe, elliptical, and semi-circular,... 

The tunnel form is formed from two main parts, crust and chariot. Crust has comprised from segments usually with width of 1.5m. Arch Slab mould of the tunnel, crest mould and wall moulds are called as mould petals. The crust us seated on the chariot

Chariot moves on the rail along with the tunnel and provides the possibility of concreting in the next stages. According to the machanism of opening and closing the tunnel moulds, the tunnel could be divided into two sub-categories

Hydraulic Forms

Mechanical Forms

In the hydraulic forms, the segments of the form or mould are unfolded and folded by using hydraulic jacks and in the mechanical forms they are folded and unfolded by manual or oil jacks. as the segments are heavy, therefore, in the great sections there is used in the legs of the chariot provide the possibility of setting the separating the form after concreting. The hydraulic jacks are also used for folding and unfolding the petals. In the small sections, the mechanical system is used for its economy and confined space

after any concreting stage, the petals are initially folded by side jacks and then the crust complex will be seat by bare jacks. By moving on the rail, chariot is transferred to its new situation and after lubricating the upper sheet, for facilitating the separation of the mould from the concrete, it will be setup in related height

The tunnel form must be manufactured such that not losing its efficiency by repeated usage. Other properties of tunnel form include facilitated folding and unfolding as well as longitudinal and transversal displacement

Selft-traction or mechanical wheels used in the chariot provide the possibility of the movement of the form on the rails and progress of the mould for concreting in the next stage

The lenght of the mould is mainly 9.6 or 12cm comprised from the connection of segments and chariot by nut and bolt

The tunnel mould is calculated and designed based on the pressure applied on the wall of the mould based on different conditions such as diameter on the tunnel, thickness of the voncrete, executive limitations, traffic of the vehicles required, form of the section and other factors. By its skilled designing and implementation experts as well as using state of art softare, Sazeh Gostar Medhat Company took action to manufacture tunnel forms

Dam Ascending Form

Dam Ascending Form 

For making the body of the dam, there is mostly used or reinforced concrete. Therefore, for implementing the dam walls, there is used of one-sided ascending forms. The performance of these forms is based on one way or two way concreting. The force of the fresh concrete is transferred from the main structure of the form to the concrete of the previous stage. The force from fresh concrete applied on the surface of the mould and then conducted to two supporting bolts at the back of the form by clamps and then to the platform and finally to the bullets embedded in the concrete. After implementing the concrete and processing it, the ascending form will be unfolded and is located in its next stage by crane and then regulated

The most common ascending forms are made in dimensions of 3x4m. The dam's ascending moulds could be used in the inclined surfaces as well. Some of the accessories of such moulds include labor platform and repairing platform. The surface of the forms is made out of the steel sheets or plywood. some of the applied advantages of this system include quick installation, capability of working in different surfaces and slops, facilitated preparation for concreting. In most projects, the more economic plan is using the dimensions of the structure in the mould in modular. Its high reliability and security of executive forces as well as its load-bearing capabilities and its application on different surfaces with different angles are among other advantages of this system. In the height walls or structures with wide moulding surfaces where the thickness of the wall is loq, this system could be also used. In this system, any mould is able to locate the bullet of the next stage of conreting as well and this together with facilitated locating the moulds in the next stage of the concrete may facilitate implementing the high structures with different and complicated geometrical structures

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