阅读说明：本技术 一种大跨度钢桁梁桥上铺设轨枕板式轨道结构的施工方法 (Construction method for laying sleeper plate type track structure on large-span steel truss girder bridge ) 是由 王森荣 张政 任西冲 孙立 朱彬 周磊 杨尚福 于 2019-11-08 设计创作，主要内容包括：本发明公开了一种大跨度钢桁梁桥上铺设轨枕板式轨道结构的施工方法,包括如下步骤：S1：对钢桁梁桥上的参数进行检测,并建立CPⅢ点三维实时坐标预测模型；S2：初步定位轨枕板；S3：焊接限位件；S4：对轨枕板进行支撑定位；S5：结合所述CPⅢ点三维实时坐标预测模型,调整所述轨枕板线型,设置预拱度；S6：设置连接螺栓,在所述纵梁上立模,浇筑板下钢筋混凝土垫层；S7：在所述轨枕板上铺设钢轨和护轨,并通过扣件对线路线型进行精调。本发明利用检测数据建立CPⅢ实时坐标预测模型,能控制和掌握铺设轨枕板式轨道结构各个施工阶段轨道结构的线型和变化规律,解决了施工过程中精度难以控制的问题。(The invention discloses a construction method for paving a sleeper plate type track structure on a long-span steel truss girder bridge, which comprises the following steps: s1: detecting parameters on the steel truss girder bridge, and establishing a CP III point three-dimensional real-time coordinate prediction model; s2: preliminarily positioning a sleeper plate; s3: welding a limiting piece; s4: supporting and positioning the sleeper plate; s5: adjusting the line type of the sleeper slab and setting the pre-camber by combining the CP III point three-dimensional real-time coordinate prediction model; s6: arranging a connecting bolt, erecting a mold on the longitudinal beam, and pouring a reinforced concrete cushion layer under the slab; s7: and laying steel rails and guard rails on the sleeper plates, and finely adjusting the line type of the line through fasteners. The invention utilizes the detection data to establish the CP III real-time coordinate prediction model, can control and master the line type and the change rule of the track structure in each construction stage of the sleeper slab track structure, and solves the problem that the precision is difficult to control in the construction process.)

1. A construction method for paving a sleeper plate type track structure on a long-span steel truss girder bridge is characterized by comprising the following steps:

s1: detecting parameters on the steel truss girder bridge, and establishing a CP III point three-dimensional real-time coordinate prediction model;

s2: preliminarily positioning the sleeper plate type rail on the bridge according to the reserved bolt holes on the longitudinal beam;

s3: determining the position of a limiting piece on the longitudinal beam according to the bolt hole, and welding the limiting piece at the corresponding position;

s4: supporting and positioning the sleeper plate on the longitudinal beam;

s5: adjusting the line type of the sleeper slab and setting the pre-camber by combining the CP III point three-dimensional real-time coordinate prediction model;

s6: arranging a connecting bolt, erecting a mold on the longitudinal beam, and pouring a reinforced concrete cushion layer under the slab; screwing down the connecting bolt to connect the sleeper plate and the longitudinal beam;

s7: and laying steel rails and guard rails on the sleeper plates, and finely adjusting the line type of the line through fasteners.

2. The construction method for laying a sleeper plate type track structure on a long-span steel truss girder bridge according to claim 1, characterized in that in the construction process of laying the sleeper plate, pouring the reinforced concrete cushion layer and laying steel rails, the line types of the track structure and the bridge deck are monitored and analyzed, the elevation and the displacement of each control point of the girder are observed, the change rule of the line type of each stage is mastered, and compared with theoretical calculation, the CP III point three-dimensional real-time coordinate prediction model is adjusted in time to guide the line type adjustment.

3. The construction method for laying the sleeper slab track structure on the large-span steel truss bridge as claimed in claim 1 or 2, wherein in the step S1, the parameters include displacement, temperature field, bridge expansion and contraction deformation and CP iii control point coordinates of the steel truss bridge.

4. The construction method for laying the sleeper slab track structure on the large-span steel truss bridge as claimed in any one of claims 1 to 3, wherein in the step S2, the hole repairing treatment is performed in time as required.

5. The construction method for laying a sleeper slab track structure on a long-span steel truss bridge according to any one of claims 1 to 4, wherein in step S4, the sleeper slab is supported and positioned by aligning the limiting holes on the sleeper slab with the bolt holes reserved on the limiting members and the longitudinal beams and the bolt holes reserved on the longitudinal beams.

6. The construction method for laying a sleeper slab type track structure on a long-span steel truss bridge according to any one of claims 1 to 5, wherein in step S5, the pre-camber height is the same as the height of the reinforced concrete cushion layer and the steel rail which are constructed later, which influence the alignment of the track, so that the pre-camber and the alignment are all counteracted, and the alignment precision of the track is further improved.

7. The method for constructing a slab track structure of sleepers on a long-span steel truss bridge as claimed in any one of claims 1 to 6, wherein in step S6, the pouring is performed through the gap between the sleeper slab limiting hole and the steel truss girder main girder limiting member, and the pouring is observed through the gap.

8. The method for constructing a slab track structure of sleepers on a long-span steel truss bridge as claimed in any one of claims 1 to 7, wherein in step S7, the pre-camber set on the rail surface during the laying of the steel rails is considered to be half of the design static and live load, and by setting the pre-camber, the influence of the pre-camber on the rail surface and the static and live load of the train on the line shape of the track structure during the running of the train is counteracted, thereby improving the smoothness of the train running.

9. The construction method for laying a tie plate type rail structure on a long-span steel girder bridge according to any one of claims 1 to 8, wherein in step S7, a standard gauge rail is installed on a first pre-buried insulation sleeve (11) provided near the lateral end of the tie plate, and a guard rail is installed on a second pre-buried insulation sleeve (12) provided near the lateral center of the tie plate.

10. The construction method for laying a sleeper slab type rail structure on a long span steel girder bridge according to any one of claims 1 to 9, wherein the sleeper slab is hoisted by hoisting sleeves at both sides of the sleeper slab when the sleeper slab is hoisted.

Technical Field

The invention belongs to the technical field of construction methods of track structures on bridges, and particularly relates to a construction method for paving a sleeper plate type track structure on a long-span steel truss bridge.

Background

China is wide in territory and complex in terrain, and a large-span bridge is often required to be built when a railway is built; the large-span steel truss structure is a structural type commonly adopted by modern railway bridges due to the outstanding advantages of simple structure, convenient construction, strong bearing capacity and the like. At present, common rail structures of railway steel trusses at home and abroad comprise a wood sleeper open-bridge deck rail, a ballast rail, a synthetic resin sleeper rail and a slab rail.

In the traditional railway track structure with the open wooden sleeper bridge floor, the nailing and buckling pressure of the wooden sleeper track is relatively small, the application speed is low, the wooden sleeper is easy to decay, the service life of the structure is short, and the sustainable development is not facilitated. A ballast steel truss girder track structure is provided, and a ballast track is paved in a reinforced concrete ballast bearing groove arranged on a bridge floor. Because the bridge floor is covered by the ballast bearing groove, the bridge floor system is difficult to inspect and maintain, and the ballast track causes the second-stage dead load of the bridge to be larger, and the deformation of the bridge floor of the large-span steel truss girder is more difficult to control. The synthetic resin sleeper track adopts the resin synthetic sleeper with better corrosion resistance, weather resistance and fatigue resistance to replace a wooden sleeper, but the cost is too high, and the synthetic resin sleeper track is not suitable for large-scale paving application.

The plate type track laid on the large-span steel truss girder bridge can improve the stability and durability of the track structure, reduce the maintenance workload, reduce the height of the track structure and the second-stage dead load of the bridge, and reduce the construction cost of the main bridge. However, when the plate-type track structure is laid on the large-span steel truss bridge, the CP III precise measurement control network is greatly influenced by wind speed, temperature and load, and the actual construction environment condition is complex, so that the construction precision of the track structure is difficult to control, and the difficulty and the challenge are brought to the construction of laying the plate-type track on the large-span steel truss bridge.

Most current patents are mainly to the track structural style on the steel truss bridge, and patent CN208009169U utility model discloses a plate-type track structural style of steel truss bridge, and above-mentioned patent medium plate-type track mainly links to each other spacingly through longeron on bolt and the steel truss bridge, and connecting bolt has the risk of inefficacy, causes the hidden danger to the safe operation of circuit, and does not have a concrete construction method to laying plate-type track on the large-span steel truss bridge.

Disclosure of Invention

Aiming at the defects or the improvement requirements of the prior art, the invention provides a construction method for laying a sleeper plate type track structure on a large-span steel truss girder bridge, which solves the problem that the track construction precision is difficult to control due to the influence of environmental factors such as wind speed, temperature and the like and bridge load on the track structure line type in different construction stages in the construction process of laying the plate type track structure on the large-span steel truss girder bridge.

In order to achieve the purpose, the invention provides a construction method for paving a sleeper slab type track structure on a long-span steel truss girder bridge, which comprises the following steps:

s1: detecting parameters on the steel truss girder bridge, and establishing a CP III point three-dimensional real-time coordinate prediction model;

s2: preliminarily positioning the sleeper plate type rail on the bridge according to the reserved bolt holes on the longitudinal beam;

s3: determining the position of a limiting piece on the longitudinal beam according to the bolt hole, and welding the limiting piece at the corresponding position;

s4: supporting and positioning the sleeper plate on the longitudinal beam;

s5: adjusting the line type of the sleeper slab and setting the pre-camber by combining the CP III point three-dimensional real-time coordinate prediction model;

s6: arranging a connecting bolt, erecting a mold on the longitudinal beam, and pouring a reinforced concrete cushion layer under the slab; screwing down the connecting bolt to connect the sleeper plate and the longitudinal beam;

s7: and laying steel rails and guard rails on the sleeper plates, and finely adjusting the line type of the line through fasteners.

Further, in the construction process of laying the sleeper slab, pouring the reinforced concrete cushion layer and laying the steel rails, the track structure and the bridge deck line type are monitored and analyzed, the elevation and the displacement of each control point of the beam are observed, the line type change rule of each stage is mastered and compared with theoretical calculation, the CP III point three-dimensional real-time coordinate prediction model is adjusted in time, the theory is further matched with the reality, and the line type adjustment is guided.

Further, in step S1, the parameters include displacement of the steel truss bridge, a temperature field, bridge expansion and contraction deformation, and CP iii control point coordinates.

Further, in step S2, hole repairing processing is performed as needed in time.

Further, in step S4, the tie plate is supported and positioned by aligning the limiting hole on the tie plate with the limiting member and the bolt hole reserved on the longitudinal beam with the longitudinal beam bolt hole.

Further, in step S5, the pre-camber height is the same as the height of the post-construction reinforced concrete cushion layer and the steel rail affecting the alignment of the track, so that the pre-camber and the alignment are all offset, and the alignment accuracy of the track is further improved.

Further, in step S6, the pouring is performed through a gap between the tie plate limiting hole and the steel truss girder main girder limiting piece, and the pouring condition is observed through the gap.

Further, in step S7, the pre-camber of the rail surface when the rail is laid is considered to be half of the design static live load, and by setting the pre-camber, the influence of the rail surface pre-camber and the train static live load on the track structure line profile during train running is cancelled, thereby improving the smoothness of the train running.

Further, in step S7, a gauge rail is installed on a first pre-buried insulation sleeve disposed near the lateral end of the tie plate, and a guard rail is installed on a second pre-buried insulation sleeve disposed near the lateral center of the tie plate.

And further, when the sleeper plate is hoisted, the sleeper plate is hoisted through hoisting sleeves on two sides of the sleeper plate.

In general, compared with the prior art, the above technical solution contemplated by the present invention can achieve the following beneficial effects:

(1) the construction method for laying the sleeper plate type track structure on the large-span steel truss bridge, disclosed by the invention, combines environmental factors such as wind speed and temperature and the influence of bridge loads on the line type in different construction stages, establishes the CP III real-time coordinate prediction model by using the detection data, can control and master the line type and the change rule of the track structure in each construction stage of the sleeper plate type track structure, compares and verifies the on-site real-time data analysis and theoretical calculation, adjusts the model in time, and solves the problem that the precision is difficult to control in the construction process.

(2) The construction method for laying the sleeper plate type track structure on the large-span steel truss girder bridge completes fine adjustment of track line type by using the reinforced concrete cushion layer and the fastener under the plate, so that the pre-camber of the track surface is half of the designed static and live load, the influence of the static and live load action of a train is counteracted, the requirement of higher operation speed is met, the requirement of each stage of laying the sleeper plate type track and the line type of the track surface after the bridge formation are met is ensured, and the construction precision of laying the plate type track on the large-span steel truss girder bridge is ensured.

(3) According to the construction method for laying the sleeper plate type track structure on the long-span steel truss girder bridge, the steel truss girder main longitudinal girder limiting parts and the bolt holes can realize primary positioning during installation of the prefabricated sleeper plate, so that only up-and-down adjustment is carried out in the subsequent fine adjustment process of the sleeper plate, and adjustment is not needed in the longitudinal direction.

(4) According to the construction method for paving the sleeper plate type track structure on the long-span steel truss girder bridge, when the reinforced concrete cushion layer is poured, the gap between the sleeper plate limiting hole and the steel truss girder main longitudinal beam limiting piece is used as a pouring opening and a pouring observation opening of the reinforced concrete cushion layer. After the reinforced concrete cushion is poured, the gap between the sleeper plate limiting hole and the steel truss girder main girder limiting part is filled with reinforced concrete, and the sleeper plate limiting hole and the steel truss girder main girder limiting part can transmit acting force through the reinforced concrete.

Drawings

FIG. 1 is a flow chart of a construction method for laying a sleeper slab type track structure on a long-span steel truss girder bridge according to an embodiment of the invention;

fig. 2 is a schematic view of an overall structure of a ballastless track with a sleeper slab laid on a steel truss girder according to an embodiment of the present invention;

fig. 3 is a schematic structural view of a section of a ballastless track where a sleeper slab is laid on a steel truss beam according to an embodiment of the present invention;

fig. 4 is a schematic structural view of a ballastless track with sleeper slabs laid on a steel truss girder according to an embodiment of the present invention;

fig. 5 is an assembly diagram of a connecting bolt for a ballastless track and a bridge, on which a sleeper slab is laid on a steel truss beam according to an embodiment of the present invention;

fig. 6 is a schematic structural view of a steel truss girder of a ballastless track on which a sleeper slab is laid according to an embodiment of the present invention.

In all the figures, the same reference numerals denote the same features, in particular: the method comprises the following steps of 1-prefabricating a sleeper plate, 2-a reinforced concrete cushion layer, 3-a steel truss girder main longitudinal beam, 4-a high-strength connecting bolt, 5-a water dripping groove, 6-a guard rail, 7-a standard gauge steel rail, 8-a hoisting sleeve, 9-a sleeper plate connecting bolt hole, 10-a sleeper plate limiting hole, 11-a first embedded insulating sleeve, 12-a second embedded insulating sleeve, 13-a steel truss girder main longitudinal beam limiting part and 14-a steel truss girder main longitudinal beam connecting bolt hole.

Detailed Description

In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is described in further detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention. In addition, the technical features involved in the embodiments of the present invention described below may be combined with each other as long as they do not conflict with each other.

Fig. 1 is a flowchart of a construction method for laying a sleeper slab type track structure on a long-span steel truss girder bridge according to an embodiment of the present invention, and as shown in fig. 1, the construction method for laying the sleeper slab type track structure on the long-span steel truss girder bridge includes the following steps:

s1: detecting parameters on the steel truss girder bridge before constructing the track structure, and establishing a CP III point three-dimensional real-time coordinate prediction model;

s2: preliminarily positioning the sleeper plate type rail on the bridge according to the reserved bolt hole on the longitudinal beam;

s3: determining the position of the limiting piece according to a bolt hole reserved on the longitudinal beam, and welding the limiting piece at the corresponding position;

s4: supporting and positioning the sleeper plate to ensure that a limiting hole and a longitudinal beam limiting piece on the sleeper plate and a sleeper plate connecting bolt hole and a longitudinal beam bolt hole are strictly aligned;

s5: adjusting the line type of the sleeper slab and setting the pre-camber by combining a CP III point three-dimensional real-time coordinate prediction model;

s6: arranging sleeper plate connecting bolts, erecting a mould, and pouring a reinforced concrete adjusting layer below the slab; screwing down the high-strength bolt to connect the sleeper plate and the longitudinal beam;

s7: and laying steel rails and guard rails, and finely adjusting the line type of the line through fasteners.

Specifically, in step S1, the parameters include displacement of the steel truss bridge, a temperature field, bridge expansion and contraction deformation, CP iii control point coordinates, and the like. In step S1, the measured data and the theoretical calculation are compared with each other to adjust the model.

In step S2, hole repairing processing is performed as needed in time.

In step S5, the set pre-camber height is the same as the height at which the post-construction underfloor reinforced concrete adjustment layer and the steel rail have an influence on the alignment of the track. Therefore, the pre-camber and the linear influence are completely offset, and the linear precision of the track is further improved;

in step S6, a gap between the tie plate limiting hole and the steel truss main girder limiting piece serves as a pouring opening.

In step S7, the pre-camber set for the rail surface during rail laying is considered to be half of the designed static live load, and by setting the pre-camber, the influence of the rail surface pre-camber and the train static live load on the track structure line during train running is cancelled, thereby improving the smoothness of the track train running.

Further, as can be seen from fig. 1, in steps S5 to S7, it is necessary to detect the line type.

In the construction process of laying a sleeper slab, pouring a reinforced concrete cushion and laying a steel rail, monitoring and analyzing the line type of a track structure and a bridge deck, observing the elevation and the displacement of each control point of the beam, mastering the change rule of the line type in each stage, comparing the change rule with theoretical calculation, and adjusting the CP III point three-dimensional real-time coordinate prediction model in time to further fit the theory and the practice and guide the line type adjustment.

Fig. 2 to 6 are schematic diagrams of an overall structure of a ballastless track on which a sleeper slab is laid on a steel truss according to an embodiment of the present invention; a cross-sectional structure schematic diagram; a schematic plane structure; laying a ballastless track of a sleeper slab on the steel truss girder and a bridge connecting bolt assembly drawing; the schematic structural diagram of the steel truss girder of the ballastless track with the sleeper slab laid on the steel truss girder is combined with fig. 2 to 6, and a specific construction method is provided as follows:

the invention relates to a construction method for laying a sleeper plate type track structure on a long-span steel truss bridge, which specifically comprises the following construction steps:

(1) monitoring displacement, a temperature field, bridge expansion deformation, CP III control point coordinates and the like of the steel truss girder bridge before construction of the track structure; establishing a CP III point three-dimensional real-time coordinate prediction model according to the monitoring result of each special project on the main bridge line, comparing and verifying the field real-time data analysis and theoretical calculation, adjusting the model in time to further fit the theory and the practice, and subsequently guiding construction;

(2) preliminarily positioning the sleeper slab type rail on the bridge according to the steel truss girder main girder connecting bolt holes 14 reserved on the steel truss girder main girder 3, and timely performing hole repairing treatment according to needs; determining the position of a steel truss girder main girder limiting piece 13 according to a steel truss girder main girder connecting bolt hole 14 reserved on a girder, and welding the limiting piece at a corresponding position;

(3) the prefabricated sleeper plate 1 is supported and positioned, the plate sleeper plate limiting hole 10 and the steel truss girder main longitudinal girder limiting part 13 are ensured to be strictly aligned, and the sleeper plate connecting bolt hole 9 and the steel truss girder main longitudinal girder connecting bolt hole 14 are ensured to be strictly aligned, so that the subsequent sleeper plate is only adjusted up and down in the fine adjustment process, and the adjustment is not needed in the longitudinal direction;

(4) fine adjustment of the sleeper slab: adjusting the line type of the prefabricated sleeper slab 1 and setting the pre-camber by combining a CP III point three-dimensional real-time coordinate prediction model;

(5) arranging a sleeper plate high-strength connecting bolt 4, erecting a mould above the steel truss girder main longitudinal beam, taking a gap between a sleeper plate limiting hole 10 and a steel truss girder main longitudinal beam limiting part 13 as a pouring opening, and pouring a reinforced concrete cushion layer 2 below the slab; screwing up a high-strength connecting bolt 4, and connecting the prefabricated sleeper slab 1 with the steel truss girder main longitudinal beam 3; detecting the track structure line type;

(6) installing a standard gauge steel rail 7 on a first embedded insulating sleeve 11 arranged close to the transverse end part of the sleeper plate, and installing a guard rail 6 on a second embedded insulating sleeve 12 arranged close to the transverse center of the prefabricated sleeper plate 1;

(7) laying rails and fine adjusting: the line type of the line is adjusted through fasteners on the two transverse sides of the reinforced concrete cushion layer, the steel rail and the guard rail, and the final line type of the track structure is guaranteed to meet the pre-camber design requirement.

The sleeper plate type track structure mainly comprises prefabricated sleeper plates 1, a reinforced concrete cushion layer 2, a steel truss girder main longitudinal beam 3, high-strength connecting bolts 4 and other accessories.

The prefabricated sleeper plate 1 is of a one-way (transverse) pre-tensioned prestressed reinforced concrete structure, and the prefabricated sleeper plate 1 is provided with a water dripping groove 5, a hoisting sleeve 8, a sleeper plate connecting bolt hole 9, a sleeper plate limiting hole 10, a standard gauge rail fastener system pre-embedded insulating sleeve 11 and a rail protection fastener system pre-embedded insulating sleeve 12.

The reinforced concrete cushion layer 2 is arranged between the prefabricated sleeper slab 1 and the steel truss girder main longitudinal beam 3, can fill and adjust the height of the sleeper slab, and can play the roles of supporting, bearing and transmission. The transverse span of the reinforced concrete cushion layer is the same as that of the main longitudinal beam of the steel truss girder, and the longitudinal span is the same as that of the prefabricated sleeper slab.

The steel truss girder main longitudinal girder 3 is provided with a steel truss girder main longitudinal girder limiting part 13 and a steel truss girder main longitudinal girder connecting bolt hole 14. The high-strength connecting bolt 4 connects and fixes the prefabricated sleeper slab 1 and the steel truss girder main girder 3 through the sleeper slab connecting bolt hole 9 and the steel truss girder main girder connecting bolt hole 14.

The sleeper plate limiting hole 10 is matched with the steel truss girder main longitudinal beam limiting part 13, and the sleeper plate limiting hole can play a role in quick positioning when the prefabricated sleeper plate 1 is installed. The gap between the sleeper plate limiting hole 10 and the steel truss girder main longitudinal beam limiting part 13 serves as a filling port and is used for filling the reinforced concrete cushion layer 2, and meanwhile, the gap can also serve as an observation port and is used for observing the filling condition of the reinforced concrete, so that the filling quality is improved. After the reinforced concrete cushion layer 2 is poured, the gap between the sleeper plate limiting hole 10 and the steel truss girder main girder limiting part 13 is filled with concrete, and the sleeper plate limiting hole 10 and the steel truss girder main girder limiting part 13 can transmit acting force through the reinforced concrete cushion layer 2. The sleeper plate limiting hole 10 and the steel truss girder main longitudinal beam limiting part 13 can bear part of load borne by the high-strength connecting bolt 4, the stress condition of the track structure is improved, the durability of the track structure is improved, the influence of the high-strength connecting bolt on the safe operation of a line is reduced, and the safety of the track structure is improved.

The prefabricated sleeper plate 1 is provided with two rows of rail bearing structures, each row of rail bearing systems is provided with 4 groups of fastener system embedded insulation sleeves, and each group is provided with two embedded insulation sleeves. The first pre-buried insulating sleeve 11 arranged close to the transverse end of the sleeper plate is used for installing a standard gauge steel rail, and the second pre-buried insulating sleeve arranged close to the transverse center of the sleeper plate is used for installing the guard rail 6. Compared with the traditional track slab, the longitudinal length of the sleeper slab is greatly reduced, the sleeper slab can adapt to larger deformation of a steel truss girder bridge deck, the weight is smaller, and the requirement on the plate paving equipment is not high. And hoisting sleeves 8 are transversely arranged at two ends of the prefabricated sleeper slab 1 and serve as hoisting positions of the prefabricated sleeper slab 1, so that hoisting and installation are facilitated. The longitudinal length of the prefabricated sleeper slab 1 is greatly reduced compared with that of the traditional sleeper slab so as to adapt to larger deformation of a large-span steel truss girder bridge deck.

The bottom of the prefabricated sleeper plate 1 is provided with the water dripping groove 5, and the water dripping groove 5 can effectively prevent water flow from flowing to the reinforced concrete cushion layer 2 along the surface of the prefabricated sleeper plate 1 by utilizing the principle that fluid tends to flow along the convex surface, so that the generation of diseases of the reinforced concrete cushion layer 2 is reduced.

The construction method for laying the sleeper plate type track structure on the large-span steel truss bridge comprises the steps of paving a slab, pouring a concrete adjusting layer and paving a track, monitoring and analyzing the line type of the track structure and the bridge deck, observing the elevation and the displacement of each control point of the beam, mastering the change rule of the line type of each stage, comparing the line type with theoretical calculation, and adjusting a CP III model in time to further fit the theory and the reality and guide the line type adjustment.

The construction method for laying the sleeper plate type track structure on the long-span steel truss bridge can utilize the reinforced concrete cushion layer and the fasteners to finely adjust the track line type and reduce the accumulation of construction errors at each stage.

The sleeper slab is equipped with spacing hole and bolt hole, with spacing piece and bolt phase-match on the longeron, and the connecting bolt that excels in is connected prefabricated sleeper slab and steel longeron owner through above-mentioned two bolt holes and is fixed, and locating part and bolt atress jointly improve the whole stress state of track structure, improve track structure security and durability.

The sleeper plate type track structure obtained by the construction method can provide continuous and stable support for the track structure after the bolt fails, reduce the influence of the bolt failure on the safe operation of a line, improve the stress condition of the track structure and improve the safety and the durability of the track structure; by the construction method, a CP III real-time coordinate prediction model is established by using the monitoring data, so that the line type and the change rule of the track structure in each construction stage of the sleeper plate type track structure can be controlled and mastered; the track surface is preset with a preset camber according to a half of the designed static live load, so that the smoothness of the running of the line is improved, and the higher running speed of the train is met. The construction method has guiding significance for the construction of the track structure on the open bridge deck longitudinal and transverse beam bridge system with non-full support.

It will be understood by those skilled in the art that the foregoing is only a preferred embodiment of the present invention, and is not intended to limit the invention, and that any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the scope of the present invention.