阅读说明：本技术 一种钢管混凝土枕式无砟轨道及其施工方法 (Steel pipe concrete sleeper type ballastless track and construction method thereof ) 是由 孙立 王森荣 李启航 闫亚飞 李秋义 杨艳丽 朱彬 张世杰 吴欢 陈仲华 于 2020-08-11 设计创作，主要内容包括：本发明公开了一种钢管混凝土枕式无砟轨道,包括底座、道床板、钢管混凝土双块式轨枕,其特征在于：道床板下部设有若干向上内陷的凹槽,底座具有自身浇筑时形成的若干向上凸起的凸台,底座与道床板之间设有围绕凸台的减振层。道床板凹槽、底座凸台限制了道床板的移动,增加了道床板与底座的接触面积,提高了轨道结构的整体性。同时,底座厚度也有所减小,降低了轨道结构的高度。在道床板和底座之间增加橡胶减振垫,保证了轨道结构的减振性能,使得新型无砟轨道结构可应用于对环境要求较高的城市轨道交通领域。道床板凹槽和底座凸台之间设置弹性垫板不仅能增强减振性能,也可以起到缓冲作用,减小了应力集中对轨道结构产生的不利影响。(The invention discloses a concrete filled steel tube sleeper type ballastless track, which comprises a base, a track bed board and a concrete filled steel tube double-block type sleeper and is characterized in that: the lower part of the ballast bed plate is provided with a plurality of grooves which are sunken upwards, the base is provided with a plurality of upwards convex bosses formed when the base is poured, and a damping layer surrounding the bosses is arranged between the base and the ballast bed plate. The movement of the track bed plate is limited by the track bed plate groove and the base boss, the contact area of the track bed plate and the base is increased, and the integrity of the track structure is improved. Meanwhile, the thickness of the base is reduced to some extent, and the height of the track structure is reduced. Rubber vibration damping pads are additionally arranged between the track bed plate and the base, so that the vibration damping performance of the track structure is guaranteed, and the novel ballastless track structure can be applied to the urban rail transit field with higher requirements on the environment. The elastic base plate arranged between the groove of the ballast bed plate and the boss of the base can enhance the vibration reduction performance and also play a role in buffering, and the adverse effect of stress concentration on the track structure is reduced.)

1. The utility model provides a concrete filled steel tube pillow formula ballastless track, includes base (1), bed board (2), the two formula sleepers of concrete filled steel tube (3), its characterized in that:

a plurality of grooves (21) which are sunken upwards are formed in the lower portion of the track bed plate (2) and are arranged at intervals along the longitudinal direction of the track, and the grooves (21) extend along the transverse direction of the track and are positioned between two adjacent steel pipe concrete double-block sleepers (3);

the base (1) is provided with a plurality of bosses (11) which are protruded upwards and formed when the base is poured, the grooves (21) are formed when the roadbed slab (2) is poured on the bosses (11), and the shapes of the bosses and the bosses are matched to form a limiting structure, so that the height of the base (1) is reduced;

the length of the groove (21) in the transverse direction of the track is set as follows: the two ends of the steel tube concrete double-block sleeper (3) are positioned in the length range of the sleeper blocks of the steel tube concrete double-block sleeper.

2. The steel pipe concrete sleeper-type ballastless track of claim 1, wherein:

a vibration damping layer is arranged between the base (1) and the track bed plate (2).

3. The steel pipe concrete sleeper-type ballastless track of claim 2, wherein:

a rubber vibration damping pad (4) is arranged between the base (1) and the track bed plate (2) in the area except for the lug boss (11)/the groove (21).

4. The steel pipe concrete sleeper-type ballastless track of claim 3, wherein:

and a circle of elastic cushion plate (5) is arranged between the outer periphery of the boss (11) and the inner periphery of the groove (21).

5. The steel pipe concrete sleeper-type ballastless track of claim 4, wherein:

and a layer of foam plate (6) is arranged between the top surface of the boss (11) and the inner concave surface of the groove (21).

6. The steel pipe concrete sleeper-type ballastless track of claim 5, wherein:

the rubber vibration damping pad (4) and the joint of the elastic base plate (5) and the rubber vibration damping pad (4) and the joint of the foam plate (6) are all pasted with adhesive tapes (7) for reinforcement.

7. The steel pipe concrete sleeper-type ballastless track of claim 4, wherein:

the elastic backing plate (5) is made of ethylene propylene diene monomer.

8. The steel pipe concrete sleeper-type ballastless track of claim 1, wherein:

the bottom of the steel pipe concrete double-block sleeper (3) is provided with U-shaped ribs, and the U-shaped ribs are poured into the track bed slab (2).

9. The construction method of the steel pipe concrete sleeper-type ballastless track according to claim 1 in the non-vibration-damping section is characterized by comprising the following steps:

firstly, chiseling the surface of a bridge, cleaning sundries on the surface of a structure, and cleaning the surface of the structure; the side line lofting of the base (1) is carried out through the control points, then the steel bars are bound, the position of the boss (11) needs to be noticed during binding, and the installation of the boss template is not influenced; after the boss template is installed, cleaning accumulated water and sundries in the boss template; vibrating the concrete, wherein the periphery of the boss (11) is tightly vibrated, and the surface of the base (1) is leveled; after maintenance, when the strength of the base concrete reaches a preset percentage of the designed strength, the surfaces of the base (1) and the boss (11) are cleaned;

removing sundries in the range of the track bed plate (2), and paving steel bars at the bottom layer of the track bed plate according to the CP III control point; then cleaning the prefabricated steel pipe concrete double-block type sleeper (3) and putting the sleeper in place; after the track panel is coarsely adjusted, binding steel bars on the top layer of the track bed plate (2) and carrying out insulation detection; then, starting to install a ballast bed plate template; after the installation is finished, fine adjustment is carried out on the track panel, and after the center line and the elevation of the track are adjusted, the track panel is fixed; cleaning sundries in the range of the ballast bed plate (2), spraying water to wet a pouring surface, beginning to pour ballast bed concrete, tamping, trimming and trowelling the exposed surface of the concrete; after the concrete is initially set, the transverse restraint is loosened; removing the track bed plate template after the compressive strength of the track bed plate concrete reaches the preset strength;

and thirdly, maintaining the track structure after removing the track bed plate template.

10. The construction method of the steel pipe concrete sleeper-type ballastless track according to claim 6 in a vibration damping zone, characterized by comprising the following steps:

firstly, chiseling the surface of a bridge, cleaning sundries on the surface of a structure, and cleaning the surface of the structure; the side line lofting of the base (1) is carried out through the control points, then the steel bars are bound, the position of the boss (11) needs to be noticed during binding, and the installation of the boss template is not influenced; after the boss template is installed, cleaning accumulated water and sundries in the boss template; vibrating the concrete, wherein the periphery of the boss (11) is tightly vibrated, and the surface of the base (1) is leveled; after maintenance, when the strength of the base concrete reaches a preset percentage of the designed strength, the surfaces of the base (1) and the boss (11) are cleaned;

secondly, drawing a side line according to the position of the boss (11), cutting the rubber damping pad (4) according to the drawn line, and laying the rubber damping pad; an elastic backing plate (5) is adhered to the side surface of the boss (11), a foam plate (6) is adhered to the top of the boss, and the boss is fixed by an adhesive tape (7);

thirdly, removing sundries in the range of the track bed plate (2), and paving the reinforcing steel bars at the bottom layer of the track bed plate according to the CP III control point; then cleaning the prefabricated steel pipe concrete double-block type sleeper (3) and putting the sleeper in place; after the track panel is coarsely adjusted, binding steel bars on the top layer of the track bed plate (2) and carrying out insulation detection; then, starting to install a ballast bed plate template; after the installation is finished, fine adjustment is carried out on the track panel, and after the center line and the elevation of the track are adjusted, the track panel is fixed; cleaning sundries in the range of the ballast bed plate (2), spraying water to wet a pouring surface, beginning to pour ballast bed concrete, tamping, trimming and trowelling the exposed surface of the concrete; after the concrete is initially set, the transverse restraint is loosened; removing the track bed plate template after the compressive strength of the track bed plate concrete reaches the preset strength;

and fourthly, maintaining the track structure after the track bed plate template is removed.

Technical Field

The invention belongs to the field of ballastless tracks, and particularly relates to a concrete filled steel tube sleeper type ballastless track and a construction method thereof.

Background

In the existing ballastless track structure cast-in-place by adopting the prefabricated sleeper, three types of ballastless tracks, namely a short sleeper type ballastless track, a long sleeper type ballastless track and a double-block type ballastless track, are mainly adopted.

Wherein, although the short sleeper has low cost, the geometric shape and position holding capacity of the track is poor, and the short sleeper cannot meet higher technical requirements.

The prestressed long sleeper can better ensure the geometric accuracy of a track structure, the integrity of the track panel is better, and the track accuracy is easy to control in a small-radius curve section. However, the sleeper penetrates through the longitudinal structural ribs of the track bed, the construction is complex, the bonding performance of the reinforcing steel bars in the holes and the track bed is poor, the vibration under the sleeper is insufficient, the contact surfaces of new and old concrete are more, the interface cracks are relatively more, and the integrity of the track bed is not very good.

The double-block sleeper mainly depends on the truss muscle to connect two concrete sleeper blocks, the track geometry shape and position holding ability is strong, the track bed integrity is good, but the processing cost is high, the truss muscle is easy to rust, it is used in urban rail transit, the fabrication cost is higher.

Disclosure of Invention

Aiming at least one of the defects or improvement requirements in the prior art, the invention provides the steel pipe concrete sleeper type ballastless track, the movement of the track bed plate is limited by arranging the groove on the track bed plate and arranging the boss on the base, the contact area between the track bed plate and the base is increased, and the integrity of the track structure is improved. Meanwhile, the thickness of the base is reduced to some extent, and the height of the track structure is reduced. The rubber vibration damping pad added between the ballast bed plate and the base ensures the vibration damping performance of the track structure, so that the novel ballastless track structure can be applied to the urban rail transit field with higher requirements on the environment. The elastic base plate arranged between the groove of the ballast bed plate and the boss of the base can enhance the vibration reduction performance and also play a role in buffering, and the adverse effect of stress concentration on the track structure is reduced.

In order to achieve the above object, according to one aspect of the present invention, there is provided a concrete filled steel tube sleeper type ballastless track, including a base, a track bed plate, and a concrete filled steel tube double-block sleeper, characterized in that:

a plurality of grooves which are sunken upwards are arranged at intervals along the longitudinal direction of the track and extend along the transverse direction of the track, and the grooves are positioned between two adjacent steel pipe concrete double-block sleepers;

the base is provided with a plurality of bosses protruding upwards and formed during self pouring, the grooves are formed during pouring of the ballast bed board on the bosses, and the shapes of the bosses and the grooves are matched to form a limiting structure so as to reduce the height of the base;

the length of the groove in the transverse direction of the track is set as follows: the two ends of the sleeper block are positioned in the length range of the sleeper block of the steel tube concrete double-block sleeper.

Preferably, a vibration damping layer is arranged between the base and the ballast bed plate.

Preferably, between the base and the track bed plate, in the areas other than the bosses/grooves, rubber damping pads are provided.

Preferably, a ring of elastic pad is disposed between the outer circumference of the boss and the inner circumference of the groove.

Preferably, a layer of foam board is arranged between the top surface of the boss and the inner concave surface of the groove.

Preferably, the joints of the rubber vibration damping pad and the elastic base plate and the joints of the rubber vibration damping pad and the foam plate are all adhered with adhesive tapes for reinforcement.

Preferably, the elastic backing plate is ethylene propylene diene monomer.

Preferably, the bottom of the steel pipe concrete double-block sleeper is provided with a U-shaped rib, and the U-shaped rib is poured into the track bed slab.

In order to achieve the above object, according to another aspect of the present invention, there is provided a method for constructing a concrete filled steel tube sleeper-type ballastless track in an undamped area, the method comprising the steps of:

firstly, chiseling the surface of a bridge, cleaning sundries on the surface of a structure, and cleaning the surface of the structure; setting out a base sideline through the control point, then binding reinforcing steel bars, and paying attention to the position of the boss during binding without influencing the installation of the boss template; after the boss template is installed, cleaning accumulated water and sundries in the boss template; vibrating the concrete, closely vibrating the periphery of the boss and trowelling the surface of the base; after maintenance, when the strength of the base concrete reaches a preset percentage of the design strength, cleaning the surfaces of the base and the boss;

removing sundries in the range of the track bed plate, and paving steel bars at the bottom layer of the track bed plate according to the CP III control point; then cleaning the prefabricated steel pipe concrete double-block type sleeper and putting the sleeper in place; after the track panel is coarsely adjusted, binding steel bars on the top layer of the track bed slab, and performing insulation detection; then, starting to install a ballast bed plate template; after the installation is finished, fine adjustment is carried out on the track panel, and after the center line and the elevation of the track are adjusted, the track panel is fixed; cleaning sundries in the range of the ballast bed plate, spraying water to wet a pouring surface, starting pouring ballast bed concrete, tamping, finishing and trowelling the exposed surface of the concrete; after the concrete is initially set, the transverse restraint is loosened; removing the track bed plate template after the compressive strength of the track bed plate concrete reaches the preset strength;

and thirdly, maintaining the track structure after removing the track bed plate template.

In order to achieve the above object, according to another aspect of the present invention, there is provided a method for constructing a concrete filled steel tube sleeper-type ballastless track in a vibration damping zone, the method comprising the steps of:

firstly, chiseling the surface of a bridge, cleaning sundries on the surface of a structure, and cleaning the surface of the structure; setting out a base sideline through the control point, then binding reinforcing steel bars, and paying attention to the position of the boss during binding without influencing the installation of the boss template; after the boss template is installed, cleaning accumulated water and sundries in the boss template; vibrating the concrete, closely vibrating the periphery of the boss and trowelling the surface of the base; after maintenance, when the strength of the base concrete reaches a preset percentage of the design strength, cleaning the surfaces of the base and the boss;

secondly, drawing a side line according to the position of the boss, cutting the rubber damping pad according to the drawn line, and laying the rubber damping pad; sticking an elastic backing plate on the side surface of the boss, sticking a foam plate on the top of the boss, and fixing the foam plate by using an adhesive tape;

thirdly, removing sundries in the range of the track bed board, and paving the reinforcing steel bars at the bottom layer of the track bed board according to the CP III control point; then cleaning the prefabricated steel pipe concrete double-block type sleeper and putting the sleeper in place; after the track panel is coarsely adjusted, binding steel bars on the top layer of the track bed slab, and performing insulation detection; then, starting to install a ballast bed plate template; after the installation is finished, fine adjustment is carried out on the track panel, and after the center line and the elevation of the track are adjusted, the track panel is fixed; cleaning sundries in the range of the ballast bed plate, spraying water to wet a pouring surface, starting pouring ballast bed concrete, tamping, finishing and trowelling the exposed surface of the concrete; after the concrete is initially set, the transverse restraint is loosened; removing the track bed plate template after the compressive strength of the track bed plate concrete reaches the preset strength;

and fourthly, maintaining the track structure after the track bed plate template is removed.

The above-described preferred features may be combined with each other as long as they do not conflict with each other.

Generally, compared with the prior art, the above technical solution conceived by the present invention has the following beneficial effects:

1. according to the steel pipe concrete sleeper type ballastless track and the construction method thereof, the groove is formed in the track bed plate, the boss is arranged on the base, the movement of the track bed plate is limited, the contact area of the track bed plate and the base is increased, and the integrity of the track structure is improved. Meanwhile, the thickness of the base is reduced to some extent, and the height of the track structure is reduced.

2. According to the steel pipe concrete sleeper type ballastless track and the construction method thereof, the rubber vibration damping pad is additionally arranged between the track bed plate and the base, so that the vibration damping performance of the track structure is ensured, and the novel ballastless track structure can be applied to the field of urban track traffic with higher environmental requirements. The elastic base plate arranged between the groove of the ballast bed plate and the boss of the base can enhance the vibration reduction performance and also play a role in buffering, and the adverse effect of stress concentration on the track structure is reduced.

3. According to the steel pipe concrete pillow type ballastless track and the construction method thereof, the steel pipe concrete sleepers are adopted in the track structure and are connected through the steel pipe concrete, so that the capability of keeping the track structure in a geometric shape and position is enhanced, meanwhile, the U-shaped ribs arranged at the bottoms of the sleepers enhance the connection performance of the sleepers and the track bed board, and the integrity of the track structure is enhanced. Compared with the traditional double-block type ballastless track structure, the novel ballastless track structure has the advantages that the cost is reduced to some extent by adopting the steel pipe concrete member with mature technology.

Drawings

Fig. 1 is a schematic plan layout view of a concrete filled steel tube sleeper-type ballastless track according to an embodiment of the invention;

fig. 2 is a schematic plan view of a track bed slab and a groove of a concrete filled steel tube sleeper-type ballastless track according to an embodiment of the invention;

FIG. 3 is a schematic diagram of a flat longitudinal section of a bed slab and a base of a concrete filled steel tube sleeper-type ballastless track according to an embodiment of the invention;

fig. 4 is a schematic cross-sectional view of a base boss and a bed slab groove of a concrete filled steel tube sleeper-type ballastless track according to an embodiment of the invention;

FIG. 5 is an enlarged partial schematic view of FIG. 4;

FIG. 6 is a side view of the resilient pad of FIG. 2 at side A of the groove;

FIG. 7 is a side view of the resilient pad of FIG. 2 at side B of the groove;

fig. 8 is a schematic view of a foam slab of a concrete filled steel tube sleeper-type ballastless track according to an embodiment of the invention.

The dimensions in the figure are in mm.

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. The present invention will be described in further detail with reference to specific embodiments.

As shown in fig. 1 to 8, the invention provides a concrete filled steel tube sleeper-type ballastless track, which comprises a lower foundation, a base 1, a track bed plate 2 and a concrete filled steel tube double-block sleeper 3 which are sequentially arranged from bottom to top. The method is divided into two schemes of a common section (a non-vibration-damping section) and a vibration-damping section.

Concrete filled steel tube sleeper type ballastless track of common section I

As shown in fig. 1-2, a plurality of grooves 21 recessed upwards are formed in the lower portion of the track bed plate 2 and are arranged at intervals along the longitudinal direction of the track, and the grooves 21 extend along the transverse direction of the track and are located between two adjacent steel pipe concrete double-block sleepers 3.

The base 1 is provided with a plurality of bosses 11 protruding upwards, wherein the bosses 11 are formed during pouring, the grooves 21 are formed during pouring of the ballast bed plate 2 on the bosses 11, and the shapes of the bosses and the grooves are matched to form a limiting structure, so that the height of the base 1 is reduced.

The length of the groove 21 in the track transverse direction is set as follows: the two ends of the steel tube concrete double-block sleeper are positioned in the length range of the sleeper block of the steel tube concrete double-block sleeper 3.

Preferably, the bottom of the steel pipe concrete double-block sleeper 3 is provided with a U-shaped rib, and the U-shaped rib is poured into the track bed slab 2.

In particular, the track bed plate is provided with a groove structure which can improve the integrity of the track structure and limit the displacement of the track structure under the combined action of the groove structure and the lug boss. The method specifically comprises the following steps: for a track bed plate with the length of 4.88m, 3 trapezoidal grooves with the same size and depth of 93mm are arranged between sleeper blocks, the distance between the grooves is 1.25m, the size of the groove close to the bottom of a track bed is 225mm multiplied by 1225mm, and the size of the groove in the track bed is 200mm multiplied by 1200 mm.

A prismatic table-shaped boss with the height of 132mm is arranged at the position, corresponding to the groove of the ballast bed plate, on the base, the lower surface of the boss is 225mm multiplied by 1225mm, and the upper surface of the boss is 200mm multiplied by 1200 mm.

The construction method in the non-vibration-damping area comprises the following steps:

1. the bridge surface is roughened, sundries on the structure surface are cleaned, and the surface of the bridge is cleaned by high-pressure water or high-pressure air. Carry out 1 sideline lofting of base through the control point, then carry out reinforcement, need pay attention to 11 positions of boss during the ligature, do not influence the installation of boss template. After the boss template is installed, accumulated water and sundries in the boss template are cleaned up. The concrete is vibrated by an inserted drum tamping bar, the periphery of the boss 11 needs to be vibrated compactly, and the surface of the base 1 is trowelled. After maintenance, when the strength of the base concrete reaches 75% of the design strength, the surfaces of the base 1 and the boss 11 are cleaned.

2. Removing impurities in the range of the track bed plate 2, and paving the reinforcing steel bars at the bottom layer of the track bed plate according to the CP III control point. And then cleaning the prefabricated steel pipe concrete double-block type sleeper 3 and putting in place. After the track panel is coarsely adjusted, the top layer steel bars of the track bed board 2 are bound, and insulation detection is carried out. Subsequently, the installation of the ballast bed slab formwork is started. After the installation is finished, the track panel is finely adjusted, and after the center line and the elevation of the track are adjusted, the track panel is fixed. Cleaning sundries in the range of the ballast bed plate 2, spraying water to wet the casting surface, starting to cast ballast bed concrete and tamping, and timely finishing and trowelling the exposed surface of the concrete. After the concrete is initially set, the transverse restraint is released. And (4) removing the track bed plate template after the concrete compressive strength of the track bed plate reaches 5 MPa.

3. And (5) maintaining the track structure after removing the track bed plate template.

Concrete filled steel tube sleeper type ballastless track of vibration reduction section

On the basis of the foregoing, except that, as shown in fig. 3-8, preferably, a damping layer is provided between the base 1 and the track bed slab 2. The damping layer comprises a rubber damping pad 4, an elastic backing plate 5 and a foam plate 6. In the vibration damping section, the size of the groove is relatively enlarged under the condition that the size of the boss is not changed due to the addition of the vibration damping layer.

Preferably, between the base 1 and the track bed plate 2, in areas other than the bosses 11/grooves 21, rubber damping pads 4 are provided.

Preferably, a ring of elastic pad plates 5 are provided between the outer circumference of the boss 11 and the inner circumference of the groove 21.

Preferably, a layer of foam sheet 6 is provided between the top surface of the boss 11 and the inner concave surface of the recess 21.

Preferably, the joints of the rubber vibration damping pad 4 and the elastic base plate 5 and the joints of the rubber vibration damping pad 4 and the foam plate 6 are all adhered with adhesive tapes 7 for reinforcement.

Preferably, the elastic pad 5 is ethylene propylene diene monomer.

Specifically, in order to improve the vibration damping performance of the track structure, a vibration damping material is additionally arranged between the ballast bed plate and the base. The method specifically comprises the following steps: the rubber damping pad is arranged at the contact position of the track bed plate and the base, the width of the damping pad is aligned with the track bed plate, the thickness of the damping pad is 27mm, and the static rigidity is 2 of 0.03 +/-0.005N/mm. An elastic base plate is arranged between the base limiting boss and the contact surface around the track bed plate groove, so that the damping effect is enhanced and the buffering effect is achieved. The elastic base plate is made of ethylene propylene diene monomer rubber, the thickness of the elastic base plate is 8mm, and one side of the elastic base plate is provided with a bulge for preventing the elastic base plate from jumping out. A foam board with the thickness of 10mm is arranged between the contact surface of the base limiting boss and the upper part of the ballast bed board groove.

The construction method in the vibration damping area comprises the following steps:

1. the bridge surface is roughened, sundries on the structure surface are cleaned, and the surface of the bridge is cleaned by high-pressure water or high-pressure air. Carry out 1 sideline lofting of base through the control point, then carry out reinforcement, need pay attention to 11 positions of boss during the ligature, do not influence the installation of boss template. After the boss template is installed, accumulated water and sundries in the boss template are cleaned up. The concrete is vibrated by an inserted drum tamping bar, the periphery of the boss 11 needs to be vibrated compactly, and the surface of the base 1 is trowelled. After maintenance, when the strength of the base concrete reaches 75% of the design strength, the surfaces of the base 1 and the boss 11 are cleaned.

2. Drawing a sideline according to the position of the boss 11, cutting the rubber damping pad 4 according to the drawn line, and laying the rubber damping pad. When in laying, the steel wire should be smooth, without folds and damage, and the joints are butted and cannot be overlapped. As shown in FIG. 3, the elastic pad 5 is stuck to the side surface of the boss 11, and the foam plate 6 is stuck to the top surface, and the foam plate is fixed by the tape 7 without bubbling or separation.

3. Removing impurities in the range of the track bed plate 2, and paving the reinforcing steel bars at the bottom layer of the track bed plate according to the CP III control point. And then cleaning the prefabricated steel pipe concrete double-block type sleeper 3 and putting in place. After the track panel is coarsely adjusted, the top layer steel bars of the track bed board 2 are bound, and insulation detection is carried out. Subsequently, the installation of the ballast bed slab formwork is started. After the installation is finished, the track panel is finely adjusted, and after the center line and the elevation of the track are adjusted, the track panel is fixed. Cleaning sundries in the range of the ballast bed plate 2, spraying water to wet the casting surface, starting to cast ballast bed concrete and tamping, and timely finishing and trowelling the exposed surface of the concrete. After the concrete is initially set, the transverse restraint is released. And (4) removing the track bed plate template after the concrete compressive strength of the track bed plate reaches 5 MPa.

4. And (5) maintaining the track structure after removing the track bed plate template.

In summary, compared with the prior art, the scheme of the invention has the following significant advantages:

1. according to the steel pipe concrete sleeper type ballastless track and the construction method thereof, the groove is formed in the track bed plate, the boss is arranged on the base, the movement of the track bed plate is limited, the contact area of the track bed plate and the base is increased, and the integrity of the track structure is improved. Meanwhile, the thickness of the base is reduced to some extent, and the height of the track structure is reduced.

2. According to the steel pipe concrete sleeper type ballastless track and the construction method thereof, the rubber vibration damping pad is additionally arranged between the track bed plate and the base, so that the vibration damping performance of the track structure is ensured, and the novel ballastless track structure can be applied to the field of urban track traffic with higher environmental requirements. The elastic base plate arranged between the groove of the ballast bed plate and the boss of the base can enhance the vibration reduction performance and also play a role in buffering, and the adverse effect of stress concentration on the track structure is reduced.

3. According to the steel pipe concrete pillow type ballastless track and the construction method thereof, the steel pipe concrete sleepers are adopted in the track structure and are connected through the steel pipe concrete, so that the capability of keeping the track structure in a geometric shape and position is enhanced, meanwhile, the U-shaped ribs arranged at the bottoms of the sleepers enhance the connection performance of the sleepers and the track bed board, and the integrity of the track structure is enhanced. Compared with the traditional double-block type ballastless track structure, the novel ballastless track structure has the advantages that the cost is reduced to some extent by adopting the steel pipe concrete member with mature technology.

It will be appreciated that the embodiments of the system described above are merely illustrative, in that elements illustrated as separate components may or may not be physically separate, may be located in one place, or may be distributed over different network elements. Some or all of the modules can be selected according to actual needs to achieve the purpose of the scheme of the embodiment. One of ordinary skill in the art can understand and implement it without inventive effort.

In addition, it should be understood by those skilled in the art that in the specification of the embodiments of the present invention, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.

In the description of the embodiments of the invention, numerous specific details are set forth. It is understood, however, that embodiments of the invention may be practiced without these specific details. In some instances, well-known methods, structures and techniques have not been shown in detail in order not to obscure an understanding of this description. Similarly, it should be appreciated that in the foregoing description of exemplary embodiments of the invention, various features of the embodiments of the invention are sometimes grouped together in a single embodiment, figure, or description thereof for the purpose of streamlining the disclosure and aiding in the understanding of one or more of the various inventive aspects.

However, the disclosed method should not be interpreted as reflecting an intention that: that is, the claimed embodiments of the invention require more features than are expressly recited in each claim. Rather, as the following claims reflect, inventive aspects lie in less than all features of a single foregoing disclosed embodiment. Thus, the claims following the detailed description are hereby expressly incorporated into this detailed description, with each claim standing on its own as a separate embodiment of an embodiment of this invention.

Finally, it should be noted that: the above embodiments are only used to illustrate the technical solutions of the embodiments of the present invention, and not to limit the same; although embodiments of the present invention have been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; and the modifications or the substitutions do not make the essence of the corresponding technical solutions depart from the spirit and scope of the technical solutions of the embodiments of the present invention.