The slab panel will be used  to support the concrete weight during concrete pouring and casting.

Aluminum Formwork System is a construction system for forming cast in place concrete structure of a building. It is also a system for scheduling and controlling the work of other construction trades such as steel reinforcement, concrete placement, and mechanical and electrical conduits.

The System is fast, simple, adaptable, and very cost-effective. It is unique because it forms all of the concrete in a building including walls, floor slabs, columns, beams, stairs, window hoods, balconies, and various decorative features in exact accordance with the architects' design. The dimensional accuracy of the concreted work also results in consistent fittings of doors and windows. The smooth–off-form finish of the concrete eliminates the need for costly plastering.

The flat tie is used to joint the wall panel to the opposite side's wall panel. Depending on the wall panel's height, the number of flat tie used will vary.

Aluminum Formwork System is a construction system for forming cast in place concrete structure of a building. It is also a system for scheduling and controlling the work of other construction trades such as steel reinforcement, concrete placement, and mechanical and electrical conduits.

The System is fast, simple, adaptable, and very cost-effective. It is unique because it forms all of the concrete in a building including walls, floor slabs, columns, beams, stairs, window hoods, balconies, and various decorative features in exact accordance with the architects' design. The dimensional accuracy of the concreted work also results in consistent fittings of doors and windows. The smooth–off-form finish of the concrete eliminates the need for costly plastering.

This set of accessories will be used as an embedded anchor to fix panels on the concrete surface during its installation.

Aluminum Formwork System is a construction system for forming cast in place concrete structure of a building. It is also a system for scheduling and controlling the work of other construction trades such as steel reinforcement, concrete placement, and mechanical and electrical conduits.

The System is fast, simple, adaptable, and very cost-effective. It is unique because it forms all of the concrete in a building including walls, floor slabs, columns, beams, stairs, window hoods, balconies, and various decorative features in exact accordance with the architects' design. The dimensional accuracy of the concreted work also results in consistent fittings of doors and windows. The smooth–off-form finish of the concrete eliminates the need for costly plastering.

By using Our Aluminum Beams and Stringers in all your projects, you can reduce both labour and material costs in significant amounts.

➤ Eliminate up to 1/3 of the horizontal members and as much as 1/2 of the vertical supports, using aluminum beams instead of wooden ones.

➤ Reduced weight of each beam combined with fewer structural members minimizes worker strain. Lower worker fatigue means higher worker efficiency and lower costs.

➤ The greater the shoring height, the more these advantages benefit you.

By using Our Aluminum Beams and Stringers in all your projects, you can reduce both labour and material costs in significant amounts.

➤ Eliminate up to 1/3 of the horizontal members and as much as 1/2 of the vertical supports, using aluminum beams instead of wooden ones.

➤ Reduced weight of each beam combined with fewer structural members minimizes worker strain. Lower worker fatigue means higher worker efficiency and lower costs.

➤ The greater the shoring height, the more these advantages benefit you.

Abutment refers to the substructure at the ends of a bridge span or dam whereon the structure's superstructure rests or contacts. Single-span bridges have abutments at each end which provide vertical and lateral support for the bridge, as well as acting as retaining walls to resist lateral movement of the earthen fill of the bridge approach. Multi-span bridges require piers to support ends of spans unsupported by abutments. The design requirements for abutments are similar to those for retaining walls and for piers; each must be stable against overturning and sliding. Abutment foundations must also be designed to prevent differential settlement and excessive lateral movements.

The pier is the support of the bridge, located on the platform or foundation, used for supporting the main beam. The pier formwork is the most kind of bridge mould, which is usually composed of pier formwork and pier cap mould.The section size and appearance of the pier main depends on the girder type, the climate and the appearance. There are cylindrical, round end pier, conical pier, Y-shaped pier, double curved pier, vase pier, straight-line pier, v-shaped pier, rectangular pier and so on. Some piers have the connecting beam, such as double pier and Y-shaped pier.Pier formwork is generally divided into two types: pull rod form and non-stick form (including truss form).The pier cap is divided into the upper and lower circles, upper square lower circle, upper and lower square, upper circle and lower square.

The steel tube shall be manufactured by the continuous weld process or by the electric resistance weld process. Steel tubes that comply with BS 1139.1.1, have an outside diameter of not less than 48.3 mm, a wall thickness of not less than 4.0 mm, and have minimum yield strength of not less than 200 Mpa.

Base Collar- used for the short rod between adjustable jack base at the bottom of the frame and the standard (the standard without spigot, used for the first vertical support rod above the base collar)

Standard-one of the main load-bearing components of the structure, the main transmitter of vertical load, the main body is composed of ⌀60*3.2, Q345B steel pipe, and a set of node discs are welded on each 0.5 interval for the connection of ledgers and diagonal braces .

The steel tube shall be manufactured by the continuous weld process or by the electric resistance weld process. Steel tubes that comply with BS 1139.1.1, have an outside diameter of not less than 48.3 mm, a wall thickness of not less than 4.0 mm, and have minimum yield strength of not less than 200 Mpa.

Base Collar- used for the short rod between adjustable jack base at the bottom of the frame and the standard (the standard without spigot, used for the first vertical support rod above the base collar)

Standard-one of the main load-bearing components of the structure, the main transmitter of vertical load, the main body is composed of ⌀60*3.2, Q345B steel pipe, and a set of node discs are welded on each 0.5 interval for the connection of ledgers and diagonal braces .

The steel tube shall be manufactured by the continuous weld process or by the electric resistance weld process. Steel tubes that comply with BS 1139.1.1, have an outside diameter of not less than 48.3 mm, a wall thickness of not less than 4.0 mm, and have minimum yield strength of not less than 200 Mpa.

Base Collar- used for the short rod between adjustable jack base at the bottom of the frame and the standard (the standard without spigot, used for the first vertical support rod above the base collar)

Standard-one of the main load-bearing components of the structure, the main transmitter of vertical load, the main body is composed of ⌀60*3.2, Q345B steel pipe, and a set of node discs are welded on each 0.5 interval for the connection of ledgers and diagonal braces .

Synchronous control device: It is composed of main control box, sub-control box, sensor, remote control, and mobile phone monitoring terminal.
➤ The main control box controls the simultaneous lifting and lowering of the entire group of frame points;
➤ The sub-control box is responsible for controlling each lifting equipment, and the load signal is transmitted to the main controller in the main control box;
➤ The sensor is responsible for collecting the load value of each point in real time;
➤ The remote control is a manual control signal transmission device, which has the functions of starting, raising, lowering and stopping commands;
➤ The mobile phone monitoring terminal integrates data monitoring and function control, which can comprehensively monitor the operating status of the control system.

Synchronous control device: It is composed of main control box, sub-control box, sensor, remote control, and mobile phone monitoring terminal.
➤ The main control box controls the simultaneous lifting and lowering of the entire group of frame points;
➤ The sub-control box is responsible for controlling each lifting equipment, and the load signal is transmitted to the main controller in the main control box;
➤ The sensor is responsible for collecting the load value of each point in real time;
➤ The remote control is a manual control signal transmission device, which has the functions of starting, raising, lowering and stopping commands;
➤ The mobile phone monitoring terminal integrates data monitoring and function control, which can comprehensively monitor the operating status of the control system.

➤ The lifting system adopts a forward-hanging circulation hoisting device
➤ Consists of upper and lower hanging point truss, wall hanging parts, electric hoist, hoist sprocket set, adjusting basket bolts and adjusting springs.
➤ The forward-hanging circulation hoisting device is to hang the main body of the electric hoist on the upper truss of the frame, the lower hook hangs on the lower truss, and the end of the chain is fixed on the wall hanging point. The electric hoist can be moved freely by circulating the chain.

The steel tube shall be manufactured by the continuous weld process or by the electric resistance weld process. Steel tubes that comply with BS 1139.1.1, have an outside diameter of not less than 48.3 mm, a wall thickness of not less than 4.0 mm, and have minimum yield strength of not less than 200 Mpa.

Base Collar- used for the short rod between adjustable jack base at the bottom of the frame and the standard (the standard without spigot, used for the first vertical support rod above the base collar)

Standard-one of the main load-bearing components of the structure, the main transmitter of vertical load, the main body is composed of ⌀60*3.2, Q345B steel pipe, and a set of node discs are welded on each 0.5 interval for the connection of ledgers and diagonal braces .