架桥机毕业论文外文翻译.doc

1、附录A 外文文献参考翻译A1 外文文献BRIDGE ERECTION MACHINESMarco Rosignoli HNTB Corp., USAContents1. Introduction to Bridge Construction Methods2. Main Features of Bridge Erection Machines3. Beam LaunchersSummaryBridge industry is moving to mechanized construction because this saves labor, shortens project duration

2、 and improves quality. This trend is evident in many countries and affects most construction methods. Mechanized bridge construction is based on the use of special machines.New-generation bridge erection machines are complex and delicate structures. They handle heavy loads on long spans under the sa

3、me constraints that the obstruction to overpass exerts onto the final structure. Safety of operations and quality of the final product depend on complex interactions between human decisions, structural, mechanical and electro-hydraulic components of machines, and the bridge being erected.In spite of

4、 their complexity, the bridge erection machines must be as light as possible. Weight governs the initial investment, the cost of shipping and site assembly, and the launch stresses. Weight limitation dictates the use of high-strength steel and designing for high stress levels in different load and s

5、upport conditions, which makes these machines potentially prone to instability.Bridge erection machines are assembled and dismantled many times, in different conditions and by different crews. They are modified and adapted to new work conditions. Structural nodes and field splices are subjected to h

6、undreds of load reversals. The nature of loading is often highly dynamic and the machines may be exposed to hundreds and strong wind. Loads and support reactions are applied eccentrically, the support sections are often devoid of diaphragms, and most machines have flexible support systems. Indeed su

7、ch design conditions are almost inconceivable in permanent structures subjected to such loads.The level of sophistication of new-generation bridge erection machines requires adequate technical culture. Long subcontracting chains may lead to loss of communication, the problems not dealt with during p

8、lanning and design must be solved on the site, the risks of wrong operations are not always evident in so complex machines, and human error is the prime cause of accidents.Experimenting new solutions without the due preparation may lead to catastrophic results. Several bridge erection machines colla

9、psed in the years, with fatalities and huge delays in the project schedule. A level of technical culture adequate to the complexity of mechanized bridge construction would save human lives and would facilitate the decision-making processes with more appropriate risk evaluations.1. Introduction to Br

10、idge Construction MethodsEvery bridge construction method has its own advantages and weak points. In the absence of particular requirements that make one solution immediately preferable to the others, the evaluation of the possible alternatives is always a difficult task.CoMParisons based on the qua

11、ntities of structural materials may mislead. The technological costs of processing of raw materials (labor, investments for special equipment, shipping and site assembly of equipment, energy) and the indirect costs related to project duration often govern in industrialized countries. Higher quantiti

12、es of raw materials due to efficient and rapid construction processes rarely make a solution anti-economical.Low technological costs are the reason for the success of the incremental launching method for PC bridges. CoMPared to the use of ground falsework, launching diminishes the cost of labor with

13、 similar investments. CoMPared to the use of an MSS, launching diminishes the investments with similar labor costs. In both cases launching diminishes the technological costs of construction and even if the launch stresses may increase the quantities of raw materials, the balance is positive and the

14、 solution is cost effective.The construction method that comes closest to incremental launching is segmental precasting. The labor costs are similar but the investments are higher and the break-even point shifts to longer bridges. Spans of 30-50m are erected span-by-span with overhead or underslung

15、launching gantries. Longer spans are erected as balanced cantilevers: self- launching gantries reach 100-120m spans and lifting frames cover longer spans and curved bridges.Heavy self-launching gantries are used for macro-segmental construction of 90-120m spans. Span-by-span erection of macro-segmen

16、ts requires props from foundations. Balanced cantilever erection involves casting long deck segments under the bridge for strand jacking into position. Both solutions require high investments.On shorter bridges, prefabrication is limited to the girders and the deck slab is cast in-place. Precast bea

17、ms are often erected with ground cranes. Sensitive environments, inaccessible sites, tall piers, steep slopes and inhabited areas often require assembly with beam launchers, and the technological costs increase.LRT and HSR bridges with 30-40m spans may be erected by full-span precasting. The investm

18、ent is so high that the break-even point is reached with hundreds of spans. The precasting plant delivers 2-4 spans per day for fast-track construction of large-scale projects. Optimized material and labor costs add to the high quality of factory production. Road carriers and ground cranes may erect

19、 four single-track U-girders (two LRT spans) every night. Heavy carriers with underbridge and gantries fed by SPMTs are the alternatives for ground delivery of HSR spans. Precast spans longer than 100m have been erected with floating cranes.Medium-span PC bridges may also be cast in-place. For bridg

20、es with more than two or three spans it is convenient to advance in line by reusing the same formwork several times, and the deck is built span-by-span. Casting occurs in either fixed or movable formwork. The choice of equipment is governed by economic reasons as the labor cost associated with a fix

21、ed falsework and the investment requested for an MSS are both considerable.Starting from the forties, the original wooden falsework has been replaced with modular steel framing systems. In spite of the refined support structures, labor may exceed 50% of the construction cost of the span. Casting on

22、falsework is a viable solution only with inexpensive labor and small bridges. Obstruction of the area under the bridge is another limitation.An MSS comprises a casting cell assembled onto a self-launching frame. MSSs are used for span-by-span casting of long bridges with 30-70m spans. If the piers a

23、re not tall and the area under the bridge is accessible, 90-120m spans can be cast with 45-60m MSSs supported onto a temporary pier in every span. Repetitive operations diminish the cost of labor, the quantities of raw materials are unaffected, and quality is higher than that achievable with a false

24、work.Bridges crossing inaccessible sites with tall piers and spans up to 300m are cast in-place as balanced cantilevWhen the bridge is short or the spans exceed 100-120m the deck supports the form travelers. Overhead travelers are preferred in PC bridges while underslung machines are used in cable-s

25、tayed bridges and cable-supported arches. With long bridges and 90-120m spers. ans, two longer casting cells may be suspended from a self-launching girder that also balances the cantilevers during construction.2. Main Features of Bridge Erection MachinesThe industry of bridge erection machines is a

26、highly specialized niche. Every machine is initially conceived for a scope, every manufacturer has its own technological habits, and every contractor has preferences and reuse expectations. The country of fabrication also influences several aspects of design. Nevertheless, the conceptual schemes are

27、 not many.Most beam launchers comprise two triangular trusses made of long welded modules. The diagonals may be bolted to the chords for easier shipping although site assembly is more expensive. Pins or longitudinal bolts are used for the field splices in the chords. New-generation single-girder mac

28、hines allow robotized welding and have less support saddles and smaller winch-trolleys. 50m spans are rarely exceeded in precast beam bridges.A launching gantry for span-by-span erection of precast segmental bridges also operates on 30-50m spans but the payload is much higher as the gantry supports

29、the entire span during assembly. The payload of an MSS for in-place span-by-span casting is even higher as it also includes the casting cell, although the nature of loading is less dynamic.A launching gantry for span-by-span erection of precast segmental bridges also operates on 30-50m spans but the

30、 payload is much higher as the gantry supports the entire span during assembly. The payload of an MSS for in-place span-by-span casting is even higher as it also includes the casting cell, although the nature of loading is less dynamic.Lighter and more automated single-girder overhead machines are b

31、uilt around a central 3D truss or two braced I-girders. A light front extension controls overturning and a rear C-frame rolls along the completed bridge during launching. Single-girder overhead machines are coMPact and stable and require ground cranes only for site assembly. Telescopic configuration

32、s with a rear main girder and a front underbridge are also available for bridges with tight plan curves.Underslung machines comprise two 3D trusses or pairs of braced I-girders supported onto pier brackets. Props from foundations may be used to increase the load capacity when the piers are short. A

33、rear C-frame rolling over the completed bridge may be used to shorten the girders. Underslung machines offer a lower level of automation than the single-girder overhead machines and are affected by ground constraints and clearance requirements.Span-by-span macro-segmental construction requires heavy

34、 twin-truss overhead gantries with a rear pendular leg that takes support onto the deck prior to segment lifting. Transverse joints at the span quarters and a longitudinal joint at bridge centerline divide 80-100m continuous spans into four segments. The segments are cast under the gantry with casti

35、ng cells that roll along the completed bridge and are rotated and fed with the prefabricated cage at the abutment.Overhead gantries for balanced cantilever erection of precast segments reach 100-120m spans. CoMPared to span-by-span erection, the payload is lower as no entire span is suspended from t

36、he gantry. The negative moment from the long front cantilever and the launch stresses on so long spans govern design. Varying-depth trusses are structurally more efficient while constant-depth trusses are easier to reuse on different span lengths. Stay cables are rarely used in new-generation machin

37、es.Overhead MSSs for balanced cantilever bridges operate in a similar way. Two long casting cells suspended from a self-launching girder shift symmetrically from the pier toward midspan to cast the two cantilevers. After midspan closure and launching to the next pier, the casting cells are set close

38、 to each other to cast the new double pier-head segment. These machines can be easily modified for strand-jacking of macro-segments cast on the ground.The bridge itself can support lifting frames for balanced cantilever erection of precast segments or form travelers for in-place casting. These light

39、 machines are used in short or curved bridges, PC spans up to 300m, and cable-stayed bridges. Lifting frames and form travelers permit erection of several hammers at once and different erection sequences than from abutment to abutment, but they require more prestressing and increase the demand for l

40、abor and ground cranes.Carriers with underbridge and heavy gantries fed by SPMTs are used to erect precast spans. Spans are rarely longer than 40m in LRT and HSR bridges and 50m in highway bridges due to the prohibitive load on the carriers and the bridge. Longer spans have been handled with floatin

41、g cranes when the bridge length permitted amortization of such investments.3. Beam LaunchersThe most common method for erecting precast beams is with ground cranes. Cranes usually give the simplest and most rapid erection procedures with the minimum of investment, and the deck may be built in severa

42、l places at once. Good access is necessary along the entire length of the bridge to position the cranes and deliver the girders. Tall piers or steep slopes make crane erection expensive or prevent it at all.The use of a beam launcher solves any difficulty. A beam launcher is a light self-launching m

43、achine comprising two triangular trusses. The truss length is about 2.3 times the typical span but this is rarely a problem as the gantry operates above the deck (Figure 1). Beam launchers easily cope with variations in span length and deck geometry, plan curvatures and ground constraints. Crossbeam

44、s support the gantry at the piers and allow transverse shifting to erect the edge beams and to traverse the gantry for launching along curves.Two winch-trolleys span between the top chords of the trusses and lodge two winches each. The main winch suspends the beam and a translation winch acting on a

45、 capstan moves the trolley along the gantry. A third trolley carries an electric generator that feeds gantry operations. When the beams are delivered at the abutment and the vertical movements are therefore small, the main winches may be replaced with less expensive long-stroke hydraulic cylinders.A

46、 beam launcher operates in one of two ways depending on how the beams are delivered. If the beams are delivered on the ground, the launcher lifts them up to the deck level and places them onto the bearings. If the beams are delivered at the abutment, the launcher is moved back to the abutment and the winch-trolleys are moved to the rear end of the gantry. The front trolley picks up the front end of the beam and moves it forward with the rear end suspended from a straddle carrier. When the rear end of the beam re