How to choose the Layout of a Bridge Deck Surface?

How to choose the Layout of a Bridge Deck Surface?

 

The layout of the bridge deck surface should be determined according to the deck width, the design speed, and the hierarchy of roads. In general,there are following three types.

1. Undivided Carriageway

Undivided carriageway denotes that the traffic load located at the same surface, also uplink and downlink, was not divided. As the motor vehicles and nonmotor vehicles on the same road surface, the traffic can only in middle or low speed, it can easily has traffic jam on the bridge.

2. Divided Carriageway

To avoid the possible traffic jam on the carriageway, the carriageway can be divided by using the median strip, or sometimes the uplink and downlink located at two bridges. The separation between the uplink and downlink, or different transportation means such as the motor traffic and nonmotor traffic makes it become easy to control the traffic and improve the traffic capacity.

3. Double-Decked Bridges

Double-decked bridges denote the bridges that have two levels deck system.Double decks were generally used for different means of transportation, which are useful for improving the traffic capacity and traffic control. In addition, such bridge can be used for reducing the bridge deck width and make full use of the clearance. Such as the Nanjing Yangtze River Bridge in Fig.1, which is a double-decked road-rail truss bridge across the Yangtze River China. Its upper deck is part of China National Highway, and its lower deck carries a double-track railway.

Fig.1. The Nanjing Yangtze River Bridge

Types of Shotcrete and Applications

Types of Shotcrete and Applications

 

Why Shotcrete ?

 

1. Importance of proper application.

Properly applied shotcrete is a structurally sound and durable construction material which exhibits excellent bonding characteristics to existing concrete, rock, steel, and many other materials. It can have high strength, low

absorption, good resistance to weathering, and resistance to some forms of chemical attack. Many of the physical

properties of sound shotcrete are comparable or superior to those of conventional concrete or mortar having the

same composition. Improperly applied shotcrete may create conditions much worse than the untreated

condition.

2. Advantages of shotcrete

Shotcrete is used in lieu of conventional concrete, in most instances, for reasons of cost or convenience. Shotcrete is advantageous in situations when formwork is cost prohibitive or impractical and where forms can be reduced or eliminated, access to the work area is difficult, thin layers or variable thicknesses are required, or normal casting techniques cannot be employed. Additional savings are possible because shotcrete requires only a small, portable plant for manufacture and placement.

Shotcreting operations can often be accomplished in areas of limited access to make repairs to structures.

3. Strength of bonding.

 The excellent bonding of shotcrete to other materials is often an important design consideration. The force of the impact of this pneumatically propelled material on the surface causes compaction of the shotcrete paste matrix into the fine surface irregularities and results in good adhesion to the surface. Within limits, the material is capable of supporting itself in vertical or overhead applications.

 

Applications

 The selection of shotcrete for a particular application should be based on knowledge, experience, and a careful

study of required and achievable material performance.

The success of the shotcrete for that application is contingent upon proper planning and supervision, plus the skill and continuous attention provided by the shotcrete applicator.

The following paragraphs discuss the use of shotcrete in several of the more common applications.

 

1. Repair

Shotcrete can be used to repair the damaged surface of concrete, wood, or steel structures provided there is access to the surface needing repair.

The following examples indicate a few ways in which shotcrete can be used in repairs:

  • Bridges:

Shotcrete repair can be used for bridge deck rehabilitation, but it has generally been uneconomical for major full-thickness repairs. It is very useful, however, for beam repairs of variable depths, caps, columns, abutments, wingwalls, and underdecks from the standpoint of technique and cost.

  • Building:

In building repairs, shotcrete is commonly used for repair of fire and earthquake damage and deterioration, strengthening walls, and encasing structural steel for fireproofing. The repair of structural members such as beams, columns, and connections is common for structures damaged by an earthquake.

  • Marine Structures:

Damage to marine structures can result from deterioration of the concrete and of the reinforcement. Damaging conditions are corrosion of the steel, freezing and thawing action, impact loading, structural distress, physical abrasion from the action of waves, sand, gravel, and floating ice, and chemical attack due to sulfates. These problems can occur in most,marine structures such as bridge decks, piles, pile caps, beams, piers, navigation locks, guide walls, dams, powerhouses, and discharge tunnels. In many cases, shotcrete can be used to repair the deteriorated surfaces of these structures.

  • Spillway surfaces:

Surfaces subject to highvelocity flows may be damaged by cavitation erosion or abrasion erosion. Shotcrete repairs are advantageous because of the relatively short outage necessary to complete the repairs.

2. Underground excavations.

For the most part, shotcrete is used in underground excavations in rock; but on occasion, it has been successfully used in the advancement of tunnels through altered, cohesionless, and loose soils. Typical underground shotcrete applications range from supplementing or replacing conventional support materials such as lagging and steel sets, sealing rock surfaces, channeling water flows, and installing temporary support and permanent linings.

3. Slope and surface protection.

Shotcrete is often used for temporary protection of exposed rock surfaces that will deteriorate when exposed to air. Shotcrete is also used to permanently cover slopes or cuts that may erode in time or otherwise deteriorate. Slope protection should be properly drained to prevent damage from excessive uplift pressure.

Application of shotcrete to the surface of landfills and other waste areas is beneficial to prevent surface water infiltration.

4. New structures.

Shotcrete is not necessarily the fastest method of placing concrete on all jobs, but where thin sections and large areas are involved, shotcreting can be used effectively to save time. The following paragraphs describe some of the applications involved with construction of new structures.

  • Pools and tanks. Shotcrete has been used extensively to construct concrete swimming pools. More recently, large aquariums have been constructed using shotcrete.
  • Shotcrete floors and walls. Shotcrete floors in tanks and pools on well compacted subbase or on undisturbed earth have generally given excellent service. Vertical and overhead construction for walls, slabs, columns, and other structural members has been frequently shotcreted.
  • Shotcrete domes. Construction techniques using inflatable air-forming systems have made the construction of shotcrete shells or domes practical. These large structures have been used for residential housing, warehousing, bridge, and culvert applications.

Bridge Bearings – POT BEARINGS

Bridge Bearings – POT BEARINGS

 

What are Bearings ?

Bearings are mechanical systems which transmit loads from the superstructure to the substructure. In a way, bearings can be thought of as the interface between the superstructure and the substructure.

Their principal functions are as follows:

1.To transmit loads from the superstructure to the substructure, and

2.To accommodate relative movements between the superstructure and
the substructure.

Types of Bearings:

Bearings may be classified in two categories:

1.Fixed bearings (allow rotations only)

2.Expansion bearings (allow both rotational and translational movements)

Following are the principal types of bearings currently in use:

1.Sliding Bearings

2.Rocker and Pin Bearings

3.Roller Bearings

4.Elastomeric Bearings

5.Curved Bearings

6.Pot Bearings

7.Disk Bearings

Pot Bearings

A pot bearing comprises a plain elastomeric disk that is confined in a shallow steel ring, or pot. Vertical loads are transmitted through a steel piston that fits closely to the steel ring (pot wall).

Translational movements are restrained in a pure pot bearing, and the gravity loads are transmitted through the steel piston moving against the pot wall. To accommodate translational movement, a PTFE sliding surface must be used. Keeper plates are often used to keep the superstructure moving in one direction.

Types of Pot Bearings

In general, the movement accommodated by fixed and expansion bearings can be classified by the following:

  1. Fixed bearings allow for rotation only
  2. Guided expansion bearings allow for rotation and longitudinal translation only
  3. Multi-directional expansion bearings (sliding bearings) allow for rotation and translation in any direction

Figure 1 : Types of Por Bearings

Fixed Pot-Bearings

A non-reinforced elastomer is placed between a precisely milled steel pot and a cylindrical lid.

Vertical loads are transmitted through a steel piston that fits closely to the steel pot wall. Flat sealing rings are used to contain the elastomer inside the pot. The elastomer behaves like a viscous fluid within the pot as the bearing rotates. Because the elastomeric pad is confined, much larger load can be carried this way than through conventional elastomeric pads.

Figure 2 : Fixed Pot-Bearings

Guided Pot-Bearings

A Uniaxial Displaceable Pot Bearing (Guided Pot Bearing) releases the lateral movements of bridge in any one direction utilizing a guide on the lid and a guiding groove in the gliding plate.

The gliding ability is accomplished by the embedded PTFE (Teflon®) disc and the gliding austenitic steel, which is welded onto the bottom of the gliding plate.

Figure 3 : Guided Pot-Bearings

Sliding Pot-Bearings

The Multiaxial Displaceable Pot Bearing (Sliding Pot Bearings) releases lateral movements of the bridge in all directions.

The gliding ability is accomplished by the embedded PTFE (Teflon®) disc and the gliding austenitic steel, which is welded onto the bottom of the gliding plate.

Figure 4 : Slidin Pot-Bearings

Components of Pot-Bearing

Figure 5 : Components of Pot-Bearing (Fixed Pot-Bearing)

Figure 6 : Components of Pot-Bearing (Guided Pot-Bearing)

 

Bearing Schedule

First, the vertical and horizontal loads, the rotational and translational movements from all sources including dead and live loads, wind loads, earthquake loads, creep and shrinkage, prestress, thermal and construction tolerances need to be calculated. Then, the table below may be used to tabulate these requirements.

 

Table 1 : Bearing Schedule Requirements

 

Installation of Pot-Bearing

Figure 7 : Steps to install Pot-Bearings

Figure 8 :Installation oof Pot-Bearings

 

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