Slip form mold for road shoulder plate rebuilding construction

Abstract

The utility model belongs to the field of building construction, and particularly relates to a slip form mold for road shoulder plate rebuilding construction, which comprises a slip form panel, a rubber plate and a rubber plate pressing structure, the slip form panel comprises a top plate, a pavement side edge mold and a side ditch side edge mold; the inclination angle of the side ditch side mold is the same as that of the side ditch side wall; the rubber plate is connected with the side ditch side edge mold, and a rubber plate pressing structure is arranged above the rubber plate and used for pressing the rubber plate on the side ditch side edge mold and the side ditch side wall. According to the slip form mold for the road shoulder plate rebuilding construction, the slip form panel is bent to form the road surface side edge mold and the side ditch side edge mold, so that corners of the top surface of the road shoulder plate are regular and straight; the rubber plate is adopted as the side mold of the side ditch of the road shoulder plate and is lapped on the outer side of the side ditch side wall, the cross slope, the height and the line shape of the side edge of the road shoulder plate can be adjusted by means of deformation of the rubber plate, the line shape of the existing side ditch side wall is adapted, and the road shoulder plate and the side ditch side wall are smoothly connected.

Description

Technical Field

[0001] The utility model belongs to the field of building construction, and in particular relates to a slipform mould used for shoulder slab renovation construction. Background Art

[0002] Drainage ditches are typically installed on the outside of the shoulder of a highway's excavated roadbed section. A shoulder slab is installed on the shoulder portion between the ditch and the road surface for hardening, with the outer edge of the shoulder slab connected to the sidewall of the ditch. Slipform construction is widely used in shoulder slab construction due to its ease of construction, high efficiency, and strong environmental adaptability of cast-in-place structures. During highway pavement renovation, the shoulder slab typically needs to be removed for renovation. Due to construction errors in the old roadside ditch and deformation of the ditch during use, the elevation, width, and slope of the intersection of the shoulder slab and the ditch vary irregularly, resulting in an uneven line shape. The original slipform molds of fixed size and shape suffer from problems such as jamming or leakage, making them unsuitable for shoulder slab renovation. Utility Model Content

[0003] The purpose of the utility model is to overcome the defects of the prior art and provide a slipform mold for shoulder slab renovation construction.

[0004] In order to achieve the above-mentioned purpose, the present invention adopts the following technical solutions:

[0005] A slipform mold for shoulder slab renovation construction includes a slipform panel, a rubber sheet, and a rubber sheet pressing structure; the slipform panel includes a top plate, a road surface side mold, and a ditch side mold; the inclination angle of the ditch side mold is the same as the inclination angle of the ditch side wall; the rubber sheet is connected to the ditch side mold, and a rubber sheet pressing structure is provided above the rubber sheet for pressing the rubber sheet onto the ditch side mold and the ditch side wall.

[0006] The rubber plate pressing structure includes a fixing pin ear fixed on the top plate, a cross bar hinged to the fixing pin ear, an oblique bar connected to the cross bar, a steel pipe arranged at the top end of the oblique bar in contact with the rubber wood, and a counterweight block arranged at the far end of the cross bar.

[0007] The rubber plate pressing structure includes a column fixed on the top plate, a main rod connected to the column, a support rod connected to the main rod, and a round steel pipe arranged at the top end of the support rod and in contact with the rubber wood; the end of the support rod passes through the main rod and is connected with a nut; a spring is arranged on the outside of the support rod; the two ends of the spring are respectively connected to the main rod and the round steel pipe.

[0008] A reinforcement plate is provided on the upper portion of the top plate; and a slipform machine bracket is provided on the upper portion of the reinforcement plate.

[0009] The bottom of the rubber plate is provided with iron sheet.

[0010] The overlapping length between the rubber plate and the side wall of the side ditch is greater than 20 cm.

[0011] Compared with the prior art, the beneficial effects of the present invention are:

[0012] The utility model discloses a slipform mold for shoulder slab renovation construction, wherein the slipform panel is bent into a pavement side mold and a ditch side mold, so that the corners of the top surface of the shoulder slab are regular and straight; a rubber plate is used as the ditch side mold of the shoulder slab and overlapped on the outer side of the ditch side wall, and the cross slope, height and line shape of the shoulder slab side can be adjusted with the help of the deformation of the rubber plate, conforming to the existing ditch side wall line shape, so that the shoulder slab and the ditch side wall are smoothly connected; a rubber plate pressing structure is used to squeeze the rubber plate tightly against the ditch side wall, which can prevent concrete leakage; the slipform mold has good slope line shape adaptability and sealing, and can effectively improve the construction efficiency and appearance quality of the shoulder slab. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] Figure 1 This is a schematic diagram of the overall structure of the slipform mold used for shoulder slab renovation construction in Example 1;

[0014] Figure 2 This is a schematic diagram of the partial structure of the slipform mold used for shoulder slab renovation construction in Example 1;

[0015] Figure 3 This is a schematic diagram of the overall structure of the slipform mold used for shoulder slab renovation construction in Example 2;

[0016] Figure 4 This is a schematic diagram of the partial structure of the slipform mold used for shoulder slab renovation construction in Example 2;

[0017] Figure 5 This is a schematic diagram of the slipform panel structure of the slipform mold used for shoulder slab renovation construction in Example 2. DETAILED DESCRIPTION

[0018] In order to enable those skilled in the art to better understand the technical solution of the present invention, the present invention will be further described in detail below with reference to the accompanying drawings and the best embodiment.

[0019] Figure 1-5 A slipform mold for shoulder slab renovation construction is shown, comprising a slipform panel 1, a rubber sheet 2, and a rubber sheet pressing structure 3;

[0020] The slipform panel includes a top plate 101, a pavement side form 102 and a ditch side form 103; the inclination angle of the ditch side form 103 is the same as the inclination angle of the ditch side wall 4; the rubber plate 2 is connected to the ditch side form 103, and a rubber plate pressing structure 3 is provided above the rubber plate to press the rubber plate 3 onto the ditch side form 103 and the ditch side wall 4.

[0021] A reinforcing plate 5 is provided on the top of the top plate 101; a slipform machine support 6 is provided on the reinforcing plate 5. An iron sheet 201 is provided on the bottom of the rubber plate 2. The overlap length between the rubber plate 2 and the side ditch wall 4 is greater than 20 cm.

[0022] The width of the top plate 101 of the slipform panel 1 is equal to the width of the top surface of the shoulder plate, the height of the pavement side formwork 101 is equal to the design thickness of the shoulder plate, the ditch side formwork is 30 mm high, and the slope is the same as the design slope of the ditch side wall 4; a reinforcing plate 5 made of 5 mm steel plate is set on the top of the slipform panel, the top surface of the reinforcing plate 5 is connected to the slipform machine bracket 6, and the bottom surface is connected to the slipform panel 1. The insufficient height of the shoulder slab ditch side formwork 103 is filled with a rubber plate 2. The rubber plate is made of a 10 mm thick hard rubber plate, the length of which is the same as the longitudinal length of the slipform panel 1, and the height of which is the height of the shoulder slab bevel plus 30 cm, ensuring that the overlap height of the rubber plate 2 and the ditch side wall 4 is not less than 20 cm; the upper end of the rubber plate 2 is fixed to the outside of the ditch side formwork 103 of the slipform panel 1; a layer of 1 mm thick iron sheet 201 is fixed to the inside of the rubber plate 2, and the iron sheet completely covers the contact surface between the rubber plate and the ditch side wall, thereby improving the wear resistance of the rubber plate 2.

[0023] As one embodiment thereof, Example 1 ( Figure 3-4 As shown), the rubber plate pressing structure 3 includes a fixing pin ear 313 fixed on the top plate, a cross bar 311 hinged to the fixing pin ear through a hinge shaft 312, an oblique rod 314 connected to the cross bar 311, a round steel tube 315 arranged at the top end of the oblique rod 314 and in contact with the rubber wood 2, and a counterweight block 7 arranged at the far end of the cross bar 311.

[0024] The rubber plate pressing structure 3 includes a cross bar 311 and an inclined bar 314, which are welded into a "bu" shaped structure using square steel pipes; a connecting pin ear made of 10 mm thick steel plate is welded to one end of the cross bar 311, and a fixed pin ear 313 made of 10 mm thick steel plate is welded to the end of the reinforcing plate 5 at the top of the slip form panel 1. The connecting pin ear and the fixed pin ear are connected by a hinge shaft 312 to form a hinge structure, and the rubber plate pressing structure 3 is hinged to the slip form panel 1; the upper end of the inclined bar 314 is welded to the middle of the cross bar 311, and the lower end is welded to a horizontally longitudinally arranged steel pipe 315, and the steel pipe 315 abuts against the outside of the rubber plate 2; a counterweight 7 is hung at the other end of the cross bar 311, and the downward force generated by the counterweight 7 is applied to the steel pipe 315 at the lower end of the inclined bar 314 through the lever action, and the steel pipe 315 presses the rubber plate 2 tightly against the side wall 4 of the gutter.

[0025] As another implementation form among them, Example 2 ( Figure 1-2 shown), the rubber plate pressing structure includes a column 303 fixed on the top plate, a main rod 301 connected to the column, a support rod 302 connected to the main rod, and a round steel pipe 304 contacting the rubber wood 2 arranged at the top end of the support rod 302; the end of the support rod 302 passes through the main rod 301 and is connected with a nut 306; a spring 305 is arranged outside the support rod; both ends of the spring 305 are respectively connected with the main rod 301 and the round steel pipe 304.

[0026] The rubber plate pressing structure 3 is composed of a main rod 301, a support rod 302, and a column 303. The main rod 301 is made of square steel pipe, one end is welded to the upper end of the column 303, and the other end is vertically drilled for the support rod 302 to pass through; the lower end of the column 303 is welded to the end of the reinforcing plate 5 at the top of the slip form panel 1 to fix the rubber plate pressing structure 3 on the slip form panel 1; the support rod 302 is made of cylindrical screw rod, the upper end passes through the hole at the end of the main rod 301 and can move along the axis direction of the support rod 302 in the hole; a horizontally longitudinally arranged round steel pipe 304 is welded to the lower end of the support rod 302, and the round steel pipe 304 abuts against the outside of the rubber plate 2; a spring 305 is arranged between the support rod 302, the main rod 301 and the round steel pipe 304, and the round steel pipe 304 is pressed downward under the elastic force of the spring, and further the round steel pipe 304 presses the rubber plate 2 tightly against the side wall 4 of the gutter; a nut 306 is arranged at the upper end of the support rod 302 to prevent the support rod 302 from falling off in the hole of the main rod 301.

[0027] In summary, the slipform panel 1 of the utility model is bent into a pavement side form 102 and a ditch side form 103, so that the corners of the top surface of the shoulder plate are regular and straight; a rubber plate 2 is used as the ditch side form of the shoulder plate and overlapped on the outside of the ditch side wall 4. The cross slope, height and line shape of the side of the shoulder plate can be freely adjusted with the help of the deformation of the rubber plate, which conforms to the existing ditch side wall line shape, so that the shoulder plate and the ditch side wall are smoothly connected, and the adaptability of the slipform mold to the slope line shape is improved; an iron sheet 201 is fixed on the inner side of the rubber plate 2 to improve the wear resistance of the rubber plate 2 and make the concrete surface smoother; a counterweight pressure rod 3 is used to squeeze the rubber plate 2 tightly against the ditch side wall 4 to improve the sealing of the side form and prevent concrete leakage.

[0028] The above contents are only preferred embodiments of the present invention. For ordinary technicians in this field, according to the concept of the present invention, there may be changes in the specific implementation methods and application scope. The content of this specification should not be understood as limiting the present invention.

Claims

1. A slipform mold for shoulder slab renovation construction, characterized in that: It includes a slipform panel, a rubber plate, and a rubber plate pressing structure; the slipform panel includes a top plate, a road surface side mold, and a ditch side mold; the inclination angle of the ditch side mold is the same as the inclination angle of the ditch side wall; the rubber plate is connected to the ditch side mold, and a rubber plate pressing structure is provided above the rubber plate to press the rubber plate onto the ditch side mold and the ditch side wall.

2. The slipform mold for shoulder slab renovation construction according to claim 1, characterized in that: The rubber plate pressing structure includes a fixing pin ear fixed on the top plate, a cross bar hinged to the fixing pin ear, an oblique bar connected to the cross bar, a steel pipe arranged at the top end of the oblique bar in contact with the rubber wood, and a counterweight block arranged at the far end of the cross bar.

3. The slipform mold for shoulder slab renovation construction according to claim 1, characterized in that: The rubber plate pressing structure includes a column fixed on the top plate, a main rod connected to the column, a support rod connected to the main rod, and a round steel pipe arranged at the top end of the support rod and in contact with the rubber wood; the end of the support rod passes through the main rod and is connected with a nut; a spring is arranged on the outside of the support rod; the two ends of the spring are respectively connected to the main rod and the round steel pipe.

4. The slipform mold for shoulder slab renovation construction according to claim 1, characterized in that: A reinforcement plate is provided on the upper portion of the top plate; and a slipform machine bracket is provided on the upper portion of the reinforcement plate.

5. The slipform mold for shoulder slab renovation construction according to claim 1, characterized in that: The bottom of the rubber plate is provided with iron sheet.

6. The slipform mold for shoulder slab renovation construction according to claim 1, characterized in that: The overlapping length between the rubber plate and the side wall of the side ditch is greater than 20 cm.

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