Permanent Steel Cable Suspension Bridge Long Life Steel Highway Bridge

Product Specification

Permanent Steel Cable Suspension Bridge Long Life

Description:

Steel Cable Suspension Bridge is a flexible suspension combination system composed of a main cable and a stiffened beam has the stress characteristics of both cable and beam.

It consists of bridge tower, main cable, sling, stiffening beam, anchor, saddle and other main parts.

At present, most of the bridges with a span greater than 1000m are suspension bridge structures.

Load characteristics: the load is transmitted from the sling to the cable, and then the cable is transmitted to the anchor, to the pier and to the tower.

Under the external load, the main cable and stiffened beam bear the same force.

The main cable is the main load-bearing component, which deforms under load.

It directly affects the internal force and deformation of the bridge.

The bridge tower is the main load-bearing component of suspension bridge to resist vertical load.

The stiffening beam is a secondary structure of suspension bridge to ensure vehicle running and provide structural stiffness, and it mainly bears bending internal force.

An anchor is a structure that anchors the main cable, which transmits the tension in the main cable to the foundation.

Main cable: The load is borne by the clamps and boom, and it is passed directly to the top of the tower.

The main cable is divided into two types: wire rope main cable and parallel wire bundle main cable.

1.Wire rope main cable: wire rope main cable is twisted into strands by wire, and then twisted into rope by strands. Generally, it adopts 7 strands and used for small span suspension bridges.

2.Parallel wire bundle main cable.

Prefabricated parallel steel wire strand method (PPWS method): the use of parallel steel wire to speed up the construction progress of the main cable, the section shape is divided into pointed and flat top shape.

Bridge tower:

1. Bridge to form

According to the mechanical properties, it can be divided into three structural forms: rigid tower, flexible tower and rocking column tower.

A rigid tower refers to a bridge tower with relatively small horizontal displacement at the top. The flexible tower. It refers to the bridge tower with relatively large horizontal displacement at the top. Rocking column tower, it is only used for suspension bridges with small span, and the lower end is hinged single-column structure.

2. Cross bridge form

The bridge tower of transverse bridge adopts three forms: truss type, rigid frame type and mixed type structure.

Main parameters involved:

The main parameters that affect the design of bridge tower are: material parameters, environmental parameters and structural size parameters.

Stiffening beam:

The types of stiffened beams mainly include steel truss beams, steel box beams, concrete beams, steel-mixed composite beams and other structural forms, as shown in the figure:

Sling:

(1) The material of the sling:

It can be made of steel wire rope, parallel steel wire bundle or steel strand.

(2) Connection mode with cable clamp

Straddle type, pin type

(3) Vertical sling and diagonal sling

Traditional slings are vertical, starting with the Severn Bridge in the United Kingdom.

Anchorage:

The anchorage of ground anchored suspension bridge is divided into two structural forms: gravity anchorage and tunnel anchorage, as shown in the figure: Gravity anchorage is composed of anchor body, bollard, anchor chamber and foundation. Tunnel anchorage is composed of anchor plug body, loose saddle support pier and anchor chamber.

Compared with gravity anchorage, tunnel anchorage has much less concrete consumption and more significant economic performance. In terms of applicability only, gravity anchorage is suitable for almost all occasions. When the comprehensive geological condition of the anchor site is good, the terrain is conducive to the overall layout of the whole bridge, and the construction conditions can meet the tunnel excavation and slag discharge. From the economic point of view, the possibility of building tunnel anchors should be considered first. Only when the construction conditions are considered comprehensively and the comprehensive technical and economic comparison shows that tunnel anchors are obviously unsuitable, the gravity anchors are chosen to be built.

Saddle:

The saddle sits between the main cable and the top of the tower. The saddle is an important member that supports the main cable and gives the main cable a turning angle here. Through it, the pull force in the main cable can be evenly transmitted to the top of the tower and the anchor in the form of vertical force and unbalanced horizontal force.

The saddle is divided into the main rope saddle at the top of the tower and the loose rope saddle at the anchor.

Classification of steel cable suspension bridges:

1.According to the number of suspension span are divided into: single-span suspension bridge, three-span suspension bridge, four-span suspension bridge, five-span suspension bridge.

2.According to the main cable anchoring form are divided into: ground anchor and self-anchoring.

Ground anchorage: The tension of the main cable is transferred to the foundation by the gravity anchorage or tunnel anchorage at the end of the bridge.

Self-anchoring: The main cable tension is transmitted directly to its stiffening beam.

Steel cable suspension bridge construction method:

The construction process of suspension bridge is: anchor foundation construction, anchor construction, bridge tower foundation construction, bridge tower construction, main cable construction, stiffened beam construction, bridge deck construction, etc.

Advantages of Steel cable suspension bridge: steel cable suspension bridge has become more and more the preferred type of bridge with large span (over 1000m) because of its large span capacity, good seismic performance and light appearance.

Protection design of Steel Cable Suspension Bridge

(1) Concrete structure

Concrete structure protection design mainly adopts the following measures:

• Improve the thickness of concrete protective layer.
• Adopting high performance concrete, with durability.
• The sound concrete coating or sealing layer has the characteristics of preventing the contact between the corrosive medium and the concrete, thus extending the life of concrete and reinforced concrete.
• Improve the steel bar material and steel bar coating.
• Add reinforcement corrosion inhibitor (rust inhibitor) to concrete.
• The concrete structure uses cathodic protection (protection) system.

(2) Steel structure

The protection design of suspension bridge steel structure mainly adopts the following measures:

• Paint coating.
• Metal zinc, aluminum or their alloys are thermally sprayed on the surface of steel structures and then coated with high-performance fluorocarbon resin topcoat to form a high-efficiency protection system.
• Weathering steel is used in steel structure.
• Improve the environment of steel structure members.

The construction of a steel cable suspension bridge involves several key steps. Here is a general overview of the construction method for a steel cable suspension bridge:

Site Preparation: The construction site is prepared by clearing the area and ensuring proper access for construction equipment and materials. Any necessary excavation or leveling is carried out to create a stable foundation for the bridge towers and anchorages.

Tower and Anchorage Construction: The bridge towers and anchorages are constructed. The towers are typically built using steel or reinforced concrete and are designed to withstand the vertical and horizontal forces transmitted by the suspension cables. The anchorages, which secure the ends of the cables, are often massive structures that provide the necessary counterforce.

Foundation Construction: The foundations for the towers and anchorages are constructed. This typically involves excavation, pouring concrete footings, and installing reinforcement bars. The foundation must be able to support the weight of the towers and anchorages and resist the forces imposed by the bridge.

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