CN206553833U - Sleeper for non-fragment orbit linking new and old concrete is constructed - Google Patents

Abstract

The sleeper structure used for bonding new and old concrete of ballastless track, the sleeper can be divided into upper and lower parts on the cross section, the upper part (1) is a rectangle, the length of the rectangle is l ₁ , and the height is h ₁ ; that is, the sleeper of this part The side (3) is not sloped, but the vertical side is adopted; the lower part (2) of the sleeper slope is an isosceles trapezoid with a long upper side and a shorter lower side, that is, the bottom sloped part of the bottom of the sleeper is sloped inwardly The slope of the side (4) is 1: ₁ ; the length of the upper side of the isosceles trapezoid is l1 , and the length of the lower side is l2 _; the bottom surface of the sleeper (5) is a horizontal plane, and the longitudinal end surface (6) of the sleeper is a vertical plane; the bottom surface of the sleeper The lateral length l ₂ of (5) is controlled at 8~10cm, then the height h ₂ of the lower part (2) is h ₂ =( l ₁ ‑ l ₂ )/2, then the total height h ₃ on the cross-section of the sleeper is h ₃ = h ₁ + h ₂ .

Description

Sleeper construction for bonding new and old concrete for ballastless tracks

technical field

The utility model relates to the field of control of bonding cracks of new and old concrete between ballastless track sleepers and ballast beds of high-speed railways.

Background technique

Ballastless track is commonly used in high-speed railways, which is a track structure with high stability, high ride comfort and less maintenance, and has the characteristics of concrete structure. However, in the construction and operation of ballastless track, the bonding crack between the sleeper and the old and new concrete of the integral ballast bed is a very difficult problem to control, especially in the northwest region of my country. For concrete sleepers, the side surface is smooth, which is not conducive to the bonding of old and new concrete; and its bottom surface is approximately a plane. When the overall track bed is constructed, the air bubbles in the concrete of the track bed at the lower part of the sleeper will gather under vibration. The bottom of the sleeper cannot be discharged, which will form a gap between the sleeper and the concrete of the integral track bed and cannot be bonded, and the concrete of the integral track bed will sink when the concrete hardens and shrinks, and the sleeper cannot sink under the fixation of the tool rail, resulting in The gap between the sleeper and the integral ballast bed further increases. In Northwest China, due to drought, strong winds, and large temperature differences between day and night, the shrinkage of concrete will further intensify, which will further increase the cracks between the overall ballast bed and concrete, reduce the integrity of the ballastless track structure, and affect its stress. performance and durability.

Contents of the invention

The purpose of the utility model is to provide a sleeper structure for bonding new and old concrete of ballastless track.

The utility model is a sleeper structure used for bonding old and new concrete for ballastless tracks. The sleeper can be divided into upper and lower parts on the cross section. The upper part 1 is a rectangle whose length is l ₁ and height is h ₁ ; that is, this part The side 3 of the sleeper does not slope, but adopts a vertical side; the lower part 2 of the sleeper slope is an isosceles trapezoid with a long upper side and a shorter lower side, that is, the bottom surface sloped part side 4 is used to slope inwardly at the lower part of the sleeper The slope of the isosceles trapezoid is 1:1; the length of the upper side of the isosceles trapezoid is l ₁ , and the length of the lower side is l ₂ ; the bottom surface 5 of the sleeper is a horizontal plane, and the longitudinal end surface 6 of the sleeper is a vertical plane; the horizontal length l ₂ of the bottom surface 5 of the sleeper is controlled at 8~10cm, then the height h ₂ of the lower part 2 is h ₂ =( l ₁ - l ₂ )/2, then the total height h ₃ on the cross-section of the sleeper is h ₃ = h ₁ + h ₂ .

The beneficial effect of the utility model is that: the lower part of the sleeper adopts a sloping form, which can effectively discharge the air bubbles at the bottom of the sleeper and increase the bonding effect between the sleeper and the integral ballast bed. At the same time, the side of the sleeper and the grading part adopt the form of vertical stripe pattern, which is not only conducive to the bonding of new and old concrete, but also conducive to the discharge of air bubbles in the concrete during the construction of the overall track bed. The patented structural form is relatively simple and practical, and can effectively control the bond between the sleeper and the old and new concrete of the integral track bed slab, and will not cause environmental pollution, and the economic benefit is remarkable.

Description of drawings

Figure 1 is a cross-sectional view of a sleeper, Figure 2 is a longitudinal section of a sleeper, Figure 3 is a three-dimensional view of a sleeper, Figure 4 is a schematic diagram of the position and direction of a stripe pattern, Figure 5 is a schematic diagram of the shape of a stripe pattern, and Figure 6 is a semicircular convex-concave shape Pattern diagram, Figure 7 is a sinusoidal pattern diagram. Other structural configurations of the sleeper, steel bars and auxiliary structures between and inside the sleeper can be appropriately modified according to the standard sleeper drawing in the general reference drawing for relevant railway engineering construction, and according to the actual structural form of the patented sleeper.

detailed description

The utility model is a sleeper structure used for bonding new and old concrete of ballastless track. (1) The sleeper used for crack control of ballastless track can be divided into upper and lower parts on the cross section, as shown in Figure 1, the upper part Part 1 is a rectangle with a length of l ₁ and a height of h ₁ ; that is, the side 3 of the sleeper of this part is not sloped, but a vertical side. The lower part 2 is an isosceles trapezoid with the upper side longer and the lower side shorter, that is, the lower part of the sleeper adopts the form 4 of sloping inward, and the slope adopts 1:1. The length of the upper side of an isosceles trapezoid is l ₁ , and the length of the lower side is l ₂ .

(2) The transverse length l ₂ of the sleeper bottom surface 5 is controlled at 8~10cm, then the height h ₂ of the sloped part 2 of the sleeper is h ₂ =( l ₁ - l ₂ )/2, then the total height h on the cross section of the sleeper ₃ is h ₃ = h ₁ + h ₂ .

(3) The side 3 of the sleeper and the side 4 of the grading part of the bottom surface do not adopt a smooth surface, but adopt the form of vertical stripes (see Figure 4 and Figure 5), so as to facilitate the discharge of concrete air bubbles below the side and increase the density of old and new concrete at the same time. bonding effect; the bottom surface 5 of the sleeper adopts the form of a rough surface.

(4) For the vertical stripe pattern, it is recommended to adopt the semicircular concave-convex form, and the radius r ₁ of the semicircular convex-concave should be 2.5mm~5.0mm (see Figure ₆ ); or the form of sinusoidal lines, a wavelength l3 Use 10mm (see Figure 7).

(5) On the longitudinal end face 6 of the sleeper (see Figure 2), instead of adopting the form of grading, it directly adopts the vertical side form, and the surface also adopts vertical stripes (see Figure 4 and Figure 5).

(6) The corners of the sleeper are chamfered with an arc with a diameter of 20mm.

The steps of construction method of the present utility model are:

(1) Production of sleeper molds: The production of sleeper molds should be carried out in combination with the shape of the bearing groove, the lower structure of the sleeper, and the slope of the bottom of the sleeper.

(2) For the reinforcement inside the sleeper and the truss reinforcement connected between the sleepers, you can refer to the design reinforcement of the sleeper in the general reference drawing of the relevant railway engineering construction, and make appropriate changes in combination with the actual structure of the patented sleeper, and then process and produce it according to the design. Lashing is required.

(3) Pour sleeper concrete and maintain it in time. After the concrete reaches the required age and strength, demould and reverse the sleeper, and install relevant fasteners.

(4) The steel bars of the integral track bed slab shall be processed according to the design drawings. After the bottom steel bars of the overall track bed slab are placed, the rails are assembled and the tool tracks are roughly adjusted.

(5) Bind the steel bars of the overall road bed slab, and pay attention to the insulation of the steel bars when binding. After the reinforcement is bound, the formwork is installed and the tool track is fine-tuned.

(6) Carry out concrete pouring of the integral track bed slab, and vibrate the concrete around the sleeper in strict accordance with the regulations during the pouring process.

(7) After the initial setting of the concrete, loosen the connection between the sleeper and the tool rail, and maintain the concrete in time.

(8) After the concrete has finally set, disassemble the formwork and tool rails, and at the same time pay attention to continue to maintain the concrete until the concrete reaches the specified age and strength.

Claims (5)

1. The sleeper structure used for the bonding of new and old concrete for ballastless tracks, characterized in that: the sleeper can be divided into upper and lower parts on the cross section, the upper part (1) is a rectangle, the length of the rectangle is l ₁ , and the height is h ₁ ; that is, the side of the sleeper (3) in this part does not slope, but adopts a vertical side; the lower part (2) of the sleeper slope is an isosceles trapezoid with a long upper side and a shorter lower side, that is, the lower part of the sleeper is placed inwardly. The slope of the side (4) of the grading part of the bottom of the slope is 1:1; the length of the upper side of the isosceles trapezoid is l ₁ , and the length of the lower side is l ₂ ; the bottom surface of the sleeper (5) is a horizontal plane, and the longitudinal end surface (6) of the sleeper is Vertical surface; the horizontal length l ₂ of the bottom surface of the sleeper (5) is controlled at 8~10cm, then the height h ₂ of the lower part (2) is h ₂ =( l ₁ - l ₂ )/2, then the cross section of the sleeper The total height h ₃ is h ₃ = h ₁ + h ₂ . 2. The sleeper structure for bonding new and old concrete of ballastless track according to claim 1, characterized in that: the side (3) of the sleeper and the side (4) of the sloping part of the bottom surface are vertical striped patterns; the bottom surface of the sleeper ( 5) For the rough surface. 3. The sleeper structure for bonding new and old concrete of ballastless track according to claim 1, characterized in that: for the vertical strip pattern, it is recommended to adopt semicircular convex-concave form, and the radius of semicircular convex-concave is r ₁ Use 2.5mm~5.0mm; or use the form _of a sinusoidal line, and use 10mm for a wavelength l3 . 4. The sleeper structure for bonding new and old concrete of ballastless track according to claim 1, characterized in that: the longitudinal end surface (6) of the sleeper adopts a vertical side form, and the surface also adopts a vertical stripe pattern. 5. The sleeper structure for bonding new and old concrete of ballastless track according to claim 1, characterized in that: the corners of the sleeper are chamfered by circular arcs with a diameter of 20 mm.