A highway slope arch skeleton slipform construction method and construction device

Abstract

The present invention relates to the technical field of highway slope construction, and in particular to a highway slope arch skeleton slipform construction method and construction device. The construction method includes using a straight line slotting device to perform straight line slotting, using an arch line slotting device to perform arch line slotting, using a straight line slipform device to perform straight line skeleton slipform construction, using an arch line slipform device to perform arch line skeleton slipform construction, using a water retaining strip slipform device to perform water retaining strip slipform construction, and laying grid bricks in the grid formed between the straight line skeleton and the arch skeleton. The arch skeleton is slipformed and manufactured and installed at the construction site according to the design shape of the arch skeleton through the slipform process. The slipform shape can be adjusted according to the shape of the construction site, which can save the time of transportation and installation. The slipform constructed skeleton can form a relatively stable whole and resist the erosion of the arch skeleton by rainwater and the like. The arch skeleton slipformed on site can better fit the construction surface and improve the construction quality.

Description

Technical Field

[0001] The invention relates to the technical field of highway slope construction, and in particular to a highway slope arch skeleton slipform construction method and a construction device. Background Art

[0002] The greening project of highway slopes is the most severely damaged area. Since some slopes are steep, the erosion of rainwater will cause a large amount of water and soil loss on the slopes. Therefore, the primary function of slope greening is ecological protection, protecting the roadbed, stabilizing the slopes, and restoring the natural ecology of the slopes. Highway slope protection can be roughly divided into two categories, namely engineering protection and plant protection. Engineering protection is mostly rigid protection composed of steel bars and cement, while plant protection is flexible protection. Engineering protection is the basis of vegetation protection. The two types of protection support and penetrate each other. Only by organically combining the two can the purpose of permanent protection, beauty and durability be achieved, and the project cost can be greatly reduced.

[0003] The engineering protection includes two types: triangular frames and arch frames, which form a grid structure through the overlap of the frames. The arch frame has better protection effect. It not only has good water diversion effect but also can leave more areas for greening. At present, most of the arch frames for slope protection are prefabricated and then spliced on the construction site, which requires a large number of transport vehicles for transportation and a large amount of manpower for laying, which seriously interferes with the progress of the construction period. Affected by the terrain of the construction slope, the prefabricated frame has a poor match with the terrain. Long-term erosion by rainwater can easily lead to fracture, damage or landslides. Summary of the Invention

[0004] In order to solve the problem of slow on-site assembly progress of slope protection arch frames and reduce the impact of terrain on the installation and use of arch frames, the present invention provides a highway slope arch frame slipform construction method and slipform device.

[0005] The present invention provides a highway slope arch skeleton slipform construction method and slipform device using the following technical solutions:

[0006] A highway slope arch skeleton slipform construction method includes the following construction methods:

[0007] Step 1: After the highway is paved, the slope formed is positioned and laid out, the construction position and shape of the arch frame are drawn, and a linear slotting device is used to vertically slot along the highway slope, with the slotting direction being from top to bottom;

[0008] Step 2: After the straight line grooving is completed, the arch line grooving device is used to perform arch line grooving along the horizontal direction of the slope. After the arch line grooving, the excess soil and rocks on the surface are cleaned;

[0009] Step 3: Use a linear sliding form device to perform linear skeleton sliding form construction along the opened linear grooves, wherein the linear skeleton sliding form construction is carried out from bottom to top. After the linear skeleton sliding form construction is completed, wait for the linear skeleton to be in a semi-solidified state;

[0010] Step 4: Using an arch line sliding form device to cut grooves along the opened arch line to perform arch line frame sliding form construction, after the arch line frame sliding form construction is completed, excess concrete is cleaned and the linear frame and the arch frame are flattened as a whole;

[0011] Step 5: Use the water retaining strip slipform device to perform water retaining strip slipform construction on the linear frame and arch frame that have completed slipform construction. After the water retaining strip slipform construction is completed, wait for the linear frame, arch frame and water retaining strip to solidify as a whole;

[0012] Step 6: After the straight frame, arch frame and water retaining strip are solidified as a whole, grid bricks are laid in the grid formed between the straight frame and the arch frame.

[0013] By adopting the above technical solution, the arch frame is manufactured and installed by slip-forming at the construction site according to the design shape of the arch frame through the slip-forming process. The slip-forming shape can be adjusted according to the shape of the construction site, avoiding long-distance transportation of the arch frame, and saving the time of handling and installation. The skeleton constructed by slip-forming can form a relatively stable whole, resisting the erosion of the arch frame by rain and the like. The arch frame constructed by on-site slip-forming can better fit the construction surface and form a solid whole with the construction surface. Grooving first and then slip-forming can resist the fluidity of concrete and prevent the slip-forming skeleton from deforming before hardening. The straight skeleton, arch skeleton and water retaining strip are constructed separately to meet the continuity of construction machinery operation and improve construction quality.

[0014] Preferably, the slope surface is leveled before the positioning and laying out in step 1, and larger stones and other debris are removed. The slope surface is sprayed with water before the linear grooving and the water spraying is continued during the grooving process to promptly clean up the soil and rocks that slide down during the linear grooving process.

[0015] By adopting the above technical solution, larger stones and other debris are removed to prevent protrusions from blocking the slipform construction. Water spraying treatment is beneficial to improving the integrity of the soil layer on the construction surface, reducing the loose and broken slope surface caused by subsequent grooving, which affects the slipform construction.

[0016] Preferably, the depth of the arch groove in step 2 is 0.5-0.8 times the depth of the straight groove. After the excess soil and rocks on the surface are cleaned, the miscellaneous soil and rocks in the arch groove and the straight groove are cleaned and the bottom of the arch groove and the straight groove are compacted.

[0017] By adopting the above technical solution, the arch line groove is shallower than the straight line groove, which is convenient for the debris in the groove to be discharged into the straight line groove. During the slipform construction, the top surface of the arch line groove can be slightly higher than the straight line groove, which is convenient for the subsequent construction of the water retaining strip. Compacting the bottom of the arch line groove and the straight line groove is conducive to improving the stability of the soil layer and improving the stability of the base layer of the arch skeleton.

[0018] Preferably, before the linear skeleton slipform construction in step three, a slope collapse test is carried out on the concrete to obtain the concrete collapse time and solidification time, and the maximum speed of the linear slipform is calculated through the collapse time and the slipform length. The linear slipform device performs slipform construction at a speed less than the maximum speed of the linear skeleton slipform during slipform construction.

[0019] By adopting the above technical solution, the collapse test can determine whether the concrete can be shaped on the slope surface, prevent the concrete from collapsing before hardening during slope construction, control the sliding form speed, and prevent the sliding form height from being too high to squeeze the unhardened concrete at the bottom and cause collapse, thereby effectively improving construction quality.

[0020] Preferably, the thickness of the arch frame constructed by the arch line frame slipform in step 4 is the same as the thickness of the straight line frame, the cross-sectional shape of the arch frame is mainly rectangular with a groove near the bottom side, and the cross-sectional shape of the water retaining strip constructed by the water retaining strip slipform in step 5 is trapezoidal, and the bottom is overlapped in the groove on the bottom side of the arch frame.

[0021] By adopting the above technical solution, the groove is conducive to fixing the water retaining bar and preventing it from falling off. The trapezoidal cross-section of the water retaining bar is conducive to fixing the water retaining bar and reducing problems such as rollover and collapse.

[0022] A linear slotting device for slipform construction of an arched skeleton on a highway slope, the linear slotting device comprising a first bracket, a chain plate slotting cutter and a first movable trolley, one end of the first bracket being fixed to the first movable trolley, the chain plate slotting cutter being slidably arranged on the first bracket, the chain plate slotting cutter being threadedly connected to a linear slotting screw, the linear slotting screw being controlled to rotate by a linear slotting motor, a vibration plate being arranged behind the chain plate slotting cutter, and a linear water spraying device being arranged in front of the chain plate slotting cutter.

[0023] By adopting the above technical solution, the first support is driven by the first mobile trolley to realize the overall coherent construction process of the slope. The chain plate slotting knife can be used for straight slotting, and the slotting depth can be conveniently controlled. The chain plate slotting knife is driven by the linear slotting screw to move from top to bottom along the slope surface on the first support, so that long straight slot excavation can be realized and the soil blocks dug out by the slotting can slide down the slope surface to the bottom for easy cleaning. The linear water spraying device is conducive to reducing the dust raised by the chain plate slotting knife during slotting, and at the same time can improve the adhesion of the soil surface and reduce the loosening and shedding of soil blocks in the soil layer.

[0024] A device for cutting an arch line for slip-form construction of an arch skeleton on a highway slope. The device comprises a second bracket, a spiral slotting cutter and a second movable trolley. One end of the second bracket is fixed to the second movable trolley. The spiral slotting cutter is slidably arranged on the second bracket. The spiral slotting cutter is threadedly connected to an arch line slotting screw. The arch line slotting screw is controlled to rotate by an arch line slotting motor. A vibrating hammer is arranged behind the spiral slotting cutter. An arch line water spraying device is arranged in front of the spiral slotting cutter.

[0025] By adopting the above technical solution, the second bracket is driven to move by the second mobile trolley to realize continuous construction of the arch groove in the horizontal direction. The spiral grooving cutter can be used for curved groove milling, and the curved shape can be conveniently controlled in two directions. Complex curved groove milling can also be realized through programming. The arch line water spray device is beneficial to reduce the dust raised by the spiral grooving cutter during grooving, and at the same time can improve the adhesion of the soil surface and reduce the loosening and falling of soil blocks. The vibrating hammer can level the inner surface of the arch line groove.

[0026] A linear sliding form device for the sliding form construction of an arched skeleton on a highway slope, the linear sliding form device comprising a third bracket, a linear discharge port and a linear sliding form plate, the linear discharge port and the linear sliding form plate being slidingly arranged on the third bracket, the linear sliding form plate being arranged behind the linear discharge port, the linear discharge port and the linear sliding form plate being threadedly connected to a linear sliding form screw, the linear sliding form screw being controlled to rotate by a linear sliding form motor, and one end of the third bracket being fixed to a third movable trolley.

[0027] By adopting the above technical solution, the third bracket is driven to move by the third moving trolley to realize the continuous construction and forming of the straight segment sliding form, the linear discharge port discharges material along the linear groove and the shape is fixed by the linear sliding formwork sliding form, and the linear sliding formwork screw drives the linear discharge port and the linear sliding formwork to move along the slope in a straight line.

[0028] An arch line slipform device for slipform construction of an arch skeleton on a highway slope, the arch line slipform device comprising a fourth bracket, an arch line discharge port and an arch line slipform plate, the arch line discharge port and the arch line slipform plate being hinged to the fourth bracket via an arch line slipform rocker, one side of the arch line slipform rocker being connected to a rocker cylinder, the rocker cylinder being hinged to the fourth bracket, and one end of the fourth bracket being fixed to a fourth movable trolley.

[0029] By adopting the above technical solution, the fourth bracket is driven to move by the fourth movable trolley to realize the continuous construction and forming of the arch line segment sliding form, the arch line discharge port is discharged along the arch line groove and the shape is fixed by the arch line sliding formwork, and the arch line sliding formwork rocker drives the arch line discharge port and the arch line sliding formwork to rotate to realize the movement of the arch line.

[0030] A water retaining strip slipform device for slipform construction of an arched skeleton on a highway slope. The water retaining strip slipform device includes a fifth bracket, a water retaining strip discharge port and a slipform roller. The water retaining strip discharge port and the slipform roller are movably arranged on the fifth bracket. The slipform roller is arranged behind the water retaining strip discharge port. The water retaining strip discharge port and the slipform roller are slidably arranged on a slipform track through a slipform trolley. One end of the fifth bracket is fixed to the fifth movable trolley.

[0031] By adopting the above technical solution, the fifth mobile trolley drives the fifth bracket to move, so that the water retaining strips on the slope are spaced and constructed. The water retaining strips are discharged along the sliding track and squeezed into sliding form by the sliding roller.

[0032] In summary, the present invention has the following beneficial technical effects:

[0033] 1. The arch frame is manufactured and installed on the construction site through slipform manufacturing according to the design shape of the arch frame through slipform technology. The slipform shape can be adjusted according to the shape of the construction site, avoiding long-distance transportation of the arch frame and saving the time of handling and installation. The frame of slipform construction can form a relatively stable whole to resist the erosion of the arch frame by rain and other factors. The arch frame constructed by on-site slipform can better fit the construction surface and form a solid whole with the construction surface. Grooving first and then slipform can resist the fluidity of concrete and prevent the slipform frame from deformation before hardening. The straight frame, arch frame and water retaining strip are constructed separately to meet the continuity of construction machinery operation and improve construction quality.

[0034] 2. Clear away larger rocks and other debris to prevent protrusions from obstructing the slipform construction. Water spraying treatment is beneficial to improving the integrity of the soil layer on the construction surface, reducing the loosening and fragmentation of the slope caused by subsequent grooving, and affecting the slipform construction. The arch line grooving is shallower than the straight line grooving, which is convenient for the debris in the grooving to be discharged into the straight line grooving. During the slipform construction, the top surface of the arch line grooving can be slightly higher than the straight line grooving, which is convenient for the subsequent water retaining bar construction. Compacting the bottom of the arch line grooving and the straight line grooving is beneficial to improving the stability of the soil layer and the stability of the base of the arch skeleton. The collapse test can determine whether the concrete can be shaped on the slope surface to prevent the collapse of the concrete before hardening during slope construction. Control the slipform speed to prevent the slipform height from being too high and squeezing the unhardened concrete at the bottom to cause collapse, effectively improving the construction quality. The groove is beneficial to fixing the water retaining bar and preventing it from falling off. The trapezoidal cross-section of the water retaining bar is conducive to fixing the water retaining bar and reducing problems such as rollover and collapse.

[0035] 3. The first mobile carriage drives the first support, achieving a continuous construction process across the slope. The chain-type slotting cutter can be used for straight slotting, easily controlling the slotting depth. Driven by a linear slotting screw, the chain-type slotting cutter moves downward along the slope on the first support, enabling long straight slot excavation. Excavated soil can slide down the slope for easy cleaning. A linear water spray device helps reduce dust raised by the chain-type slotting cutter during slotting, while also improving the surface adhesion of the soil layer and reducing the loosening of soil clods. The second mobile carriage drives the second support, achieving continuous horizontal construction of the arched slot. The spiral slotting cutter can be used for curved slotting, with convenient control of the curve shape in two directions. Complex curves can also be programmed. The arch line water spray device helps reduce dust raised by the spiral slotting cutter during slotting, while also improving the surface adhesion of the soil layer and reducing the loosening of soil clods. A vibrating hammer can level the inner surface of the arch line slot. The third trolley drives the third bracket to achieve continuous slipform construction and forming of the straight line segments. The straight line discharge port discharges along the straight line trough and is fixed in shape by the straight line slipform plate. The straight line slipform screw drives the straight line discharge port and the straight line slipform plate to move along the slope. The fourth trolley drives the fourth bracket to achieve continuous slipform construction and forming of the arch line segments. The arch line discharge port discharges along the arch line trough and is fixed in shape by the arch line slipform plate. The arch line slipform rocker drives the arch line discharge port and the arch line slipform plate to rotate, realizing arch line movement. The fifth trolley drives the fifth bracket to achieve construction and forming of the water retaining strips on the slope. The water retaining strip discharge port discharges along the slipform track and is squeezed into shape by the slipform rollers. BRIEF DESCRIPTION OF THE DRAWINGS

[0036] Figure 1 This is a schematic diagram of the construction state of the construction device of the present invention;

[0037] Figure 2 This is a schematic structural diagram of the linear slotting device of the present invention;

[0038] Figure 3 For the present invention Figure 1 A local enlarged schematic diagram of point A;

[0039] Figure 4 This is a structural schematic diagram of the arch line slotting device of the present invention;

[0040] Figure 5 For the present invention Figure 1 A local enlarged schematic diagram of point B;

[0041] Figure 6 This is a schematic structural diagram of the linear sliding mold device of the present invention;

[0042] Figure 7 This is a structural schematic diagram of the arch line sliding form device of the present invention;

[0043] Figure 8 This is a schematic structural diagram of the water retaining strip sliding device of the present invention;

[0044] Figure 9 It is a cross-sectional schematic diagram of the installation structure of the water retaining strip and the arch frame of the present invention.

[0045] Description of reference numerals:

[0046] 10. Linear skeleton, 20. Arched skeleton, 30. Water retaining bar, 1. Linear slotting device, 11. First bracket, 12. Chain plate slotting knife, 13. Vibrating plate, 14. Linear water spraying device, 15. Linear slotting screw, 16. Linear slotting motor, 17. First movable carriage, 2. Arched slotting device, 21. Second bracket, 22. Spiral slotting knife, 23. Vibrating hammer, 24. Arched water spraying device, 25. Arched slotting screw, 26. Arched slotting motor, 27. Second movable carriage, 3. Linear sliding device, 31. The third bracket, 32. The linear discharge port, 33. The linear sliding plate, 34. The linear sliding screw, 35. The linear sliding motor, 36. The third movable trolley, 4. The arch line sliding device, 41. The fourth bracket, 42. The arch line discharge port, 43. The arch line sliding plate, 44. The arch line sliding rocker, 45. The rocker cylinder, 46. The fourth movable trolley, 5. The water retaining bar sliding device, 51. The fifth bracket, 52. The water retaining bar discharge port, 53. The sliding roller, 54. The sliding trolley, 55. The sliding track, 56. The fifth movable trolley. DETAILED DESCRIPTION

[0047] The following is combined with Figure 1-9 The present invention is described in further detail.

[0048] Example 1:

[0049] The embodiment of the present invention discloses a highway slope arch skeleton sliding form construction method, referring to Figure 1 , including the following construction methods:

[0050] Step 1: After the highway is paved, the slope formed is positioned and laid out, the construction position and shape of the arch frame are drawn, and a linear slotting device 1 is used to vertically slot along the highway slope, with the slotting direction being from top to bottom;

[0051] Step 2: After the straight line grooving is completed, the arch line grooving device 2 is used to perform arch line grooving along the horizontal direction of the slope. After the arch line grooving, the excess soil and rocks on the surface are cleaned;

[0052] Step 3: Use the linear sliding form device 3 to perform sliding form construction of the linear skeleton 10 along the opened linear grooves. The sliding form construction of the linear skeleton 10 is carried out from bottom to top. After the sliding form construction of the linear skeleton 10 is completed, wait for the linear skeleton 10 to be in a semi-solidified state;

[0053] Step 4: Use the arch line sliding form device 4 to groove along the opened arch line to perform sliding form construction of the arch line skeleton 20. After the sliding form construction of the arch line skeleton 20 is completed, the excess concrete is cleaned and the linear skeleton 10 and the arched skeleton 20 are flattened as a whole;

[0054] Step 5: Use the water retaining strip slipform device 5 to perform slipform construction of the water retaining strip 30 on the linear frame 10 and the arched frame 20 after the slipform construction is completed. After the slipform construction of the water retaining strip 30 is completed, wait for the linear frame 10, the arched frame 20 and the water retaining strip 30 to solidify as a whole;

[0055] Step 6: After the linear frame 10 , the arched frame 20 and the water retaining strip 30 are solidified as a whole, grid bricks are laid in the grid formed between the linear frame 10 and the arched frame 20 .

[0056] Before the positioning and laying out in step 1, the slope surface is leveled, large stones and other debris are removed, and the slope surface is sprayed with water before the linear grooving and continuously sprayed with water during the grooving process to promptly clean up the soil and rocks that slide down during the linear grooving process.

[0057] In step 2, the depth of the arch groove is 0.5-0.8 times the depth of the straight groove. After the excess soil and rocks on the surface are cleaned, the miscellaneous soil and rocks in the arch groove and the straight groove are cleaned and the bottom of the arch groove and the straight groove are compacted.

[0058] In step three, before the slipform construction of the linear skeleton 10, a slope collapse test is performed on the concrete to obtain the concrete collapse time and solidification time, and the maximum speed of the linear slipform is calculated through the collapse time and the slipform length. The linear slipform device 3 performs slipform construction at a speed less than the maximum speed of the linear skeleton 10 during slipform construction.

[0059] Reference Figure 9 In step 4, the thickness of the arch frame 20 constructed by the sliding formwork of the arch line frame 20 is the same as that of the straight frame 10. The cross-sectional shape of the arch frame 20 is mainly rectangular and a groove is opened near the bottom side. In step 5, the cross-sectional shape of the water retaining strip 30 constructed by the sliding formwork is trapezoidal, and the bottom is overlapped in the groove on the bottom side of the arch frame 20.

[0060] Example 2:

[0061] Reference Figure 2 and 3The embodiment of the present invention discloses a linear slotting device 1 for slipform construction of an arched skeleton on a highway slope, comprising a first bracket 11, a chain plate slotting knife 12 and a first movable trolley 17, wherein one end of the first bracket 11 is fixed to the first movable trolley 17, the chain plate slotting knife 12 is slidably arranged on the first bracket 11, the chain plate slotting knife 12 is threadedly connected to a linear slotting screw 15, and the linear slotting screw 15 is controlled to rotate by a linear slotting motor 16, a vibration plate 13 is arranged behind the chain plate slotting knife 12, and a linear water spraying device 14 is arranged in front of the chain plate slotting knife 12.

[0062] The cross-sectional shape of the vibration plate 13 corresponds to the cross-sectional shape of the linear groove.

[0063] The implementation method of Example 2 is:

[0064] The linear slotting device 1 is set up as a whole on the construction slope surface, and the chain plate slotting knife 12 is driven by the first mobile trolley 17 to align with the place where slotting is required, and the chain plate slotting knife 12 is started to start digging the linear slot. The linear slotting screw 15 is started to drive the chain plate slotting knife 12 to move from top to bottom along the slope surface to form a linear slot. During the process, the vibration plate 13 smoothes the inner surface of the slot by vibration, and the linear water spraying device 14 continuously sprays water to reduce dust and increase soil viscosity.

[0065] Example 3:

[0066] Reference Figure 4 and 5 The embodiment of the present invention discloses an arch line grooving device 2 for slipform construction of an arch skeleton on a highway slope, comprising a second bracket 21, a spiral grooving cutter 22 and a second movable trolley 27. One end of the second bracket 21 is fixed to the second movable trolley 27. The spiral grooving cutter 22 is slidably arranged on the second bracket 21. The spiral grooving cutter 22 is threadedly connected to an arch line grooving screw 25. The arch line grooving screw 25 is controlled to rotate by an arch line grooving motor 26. A vibrating hammer 23 is arranged behind the spiral grooving cutter 22, and an arch line water spraying device 24 is arranged in front of the spiral grooving cutter 22.

[0067] The spiral slotting cutter 22 and the vibration hammer 23 are both cylindrical in shape.

[0068] The implementation method of Example 3 is:

[0069] The arch line slotting device 2 is set up as a whole on the construction slope surface, and the spiral slotting cutter 22 is driven by the second mobile trolley 27 to align with the place where slotting is required, and the spiral slotting cutter 22 is started to start digging a straight slot. The arch line slotting screw 25 is started to drive the spiral slotting cutter 22 to move along the slope from left to right and first up and then down in the middle to form an arch line slot. During the process, the vibrating hammer 23 smoothes the inner surface of the slot by vibration, and the arch line water spraying device 24 continuously sprays water to reduce dust and increase soil viscosity.

[0070] Example 4:

[0071] Reference Figure 6 The embodiment of the present invention discloses a linear sliding form device 3 for sliding form construction of an arched skeleton of a highway slope. The linear sliding form device 3 includes a third bracket 31, a linear discharge port 32 and a linear sliding plate 33. The linear discharge port 32 and the linear sliding plate 33 are slidably arranged on the third bracket 31. The linear sliding plate 33 is arranged behind the linear discharge port 32. The linear discharge port 32 and the linear sliding plate 33 are threadedly connected to a linear sliding screw 34. The linear sliding screw 34 is controlled to rotate by a linear sliding motor 35. One end of the third bracket 31 is fixed to a third moving trolley 36.

[0072] The straight discharge port 32 has a rectangular shape and is externally connected to a concrete feeding device.

[0073] The implementation method of Example 4 is:

[0074] The linear sliding formwork device 3 is erected as a whole on the construction slope surface, and the chain linear discharge port 32 is driven by the third movable trolley 36 to align with the opened linear groove, and the concrete feeding device is started to flow the concrete material into the linear groove through the linear discharge port 32, and the linear sliding formwork screw 34 is started to drive the linear discharge port 32 to move from bottom to top along the slope surface to form a linear skeleton 10. During the process, the linear sliding formwork plate 33 performs sliding form shaping and smoothing treatment on the linear skeleton 10 through vibration.

[0075] Example 5:

[0076] Reference Figure 7 The embodiment of the present invention discloses an arch line slipform device 4 for slipform construction of an arch skeleton of a highway slope, including a fourth bracket 41, an arch line discharge port 42 and an arch line slipform plate 43. The arch line discharge port 42 and the arch line slipform plate 43 are hinged to the fourth bracket 41 through an arch line slipform rocker 44. A rocker cylinder 45 is connected to one side of the arch line slipform rocker 44. The rocker cylinder 45 is hinged to the fourth bracket 41. One end of the fourth bracket 41 is fixed to a fourth moving trolley 46.

[0077] The arch line discharge port 42 is a circular port, the arch line discharge port 42 is externally connected to a concrete feeding device, and the arch line sliding template 43 is cylindrical.

[0078] The implementation method of Example 5 is:

[0079] The arch line sliding formwork device 4 is erected as a whole on the construction slope surface, and the arch line discharge port 42 is driven by the fourth movable trolley 46 to align with the opened arch line groove, and the concrete feeding device is started to flow the concrete material into the arch line groove through the arch line discharge port 42. The swing arm cylinder 45 is started to drive the arch line sliding formwork swing arm 44 and the arch line discharge port 42 to swing along the center of the arch line groove to form an arch skeleton 20. During the process, the arch line sliding plate 43 performs sliding formwork shaping and smoothing treatment on the arch skeleton 20 through vibration.

[0080] Example 6:

[0081] Reference Figure 8 An embodiment of the present invention discloses a water retaining strip sliding form device 5 for sliding form construction of an arched skeleton on a highway slope, comprising a fifth bracket 51, a water retaining strip discharge port 52 and a sliding form roller 53. The water retaining strip discharge port 52 and the sliding form roller 53 are movably arranged on the fifth bracket 51, and the sliding form roller 53 is arranged behind the water retaining strip discharge port 52. The water retaining strip discharge port 52 and the sliding form roller 53 are slidably arranged on a sliding form rail 55 through a sliding form trolley 54, and one end of the fifth bracket 51 is fixed to a fifth movable trolley 56.

[0082] The water retaining strip outlet 52 is externally connected to a concrete feeding device.

[0083] The implementation method of Example 6:

[0084] The water retaining strip slipform device 5 is erected as a whole on the construction slope, and the water retaining strip discharge port 52 is driven by the fifth mobile trolley 56 to align with the bottom groove of the arch frame 20, and the concrete feeding device is started to flow the concrete material into the bottom groove of the arch frame 20 through the water retaining strip discharge port 52, and the slipform trolley 54 is started to drive the water retaining strip discharge port 52 and the slipform roller 53 to move along the slipform track 55 to form a water retaining strip 30. During the process, the two rollers of the slipform roller 53 rotate inward to smooth the water retaining strip 30 by slipform shaping.

[0085] The above are all preferred embodiments of the present invention, and are not intended to limit the scope of protection of the present invention. Therefore, any equivalent changes made based on the structure, shape, and principle of the present invention should be included in the scope of protection of the present invention.

Claims

1. A highway slope arch skeleton slipform construction method, characterized by: The following construction methods are included: Step 1: After the highway is paved, the slope formed is positioned and laid out, the construction position and shape of the arch frame are drawn, and a linear slotting device (1) is used to vertically slot the highway slope, with the slotting direction being from top to bottom; Step 2: After the straight line grooving is completed, the arch line grooving device (2) is used to perform arch line grooving along the horizontal direction of the slope, and the excess soil and rocks on the surface are cleaned after the arch line grooving; Step 3: Using a linear sliding form device (3) to perform sliding form construction of a linear skeleton (10) along the opened linear groove, the sliding form construction of the linear skeleton (10) is performed from bottom to top, and after the sliding form construction of the linear skeleton (10) is completed, wait for the linear skeleton (10) to be in a semi-solidified state; Step 4: Using the arch line sliding form device (4) to cut grooves along the opened arch line, the arch line skeleton (20) is slip-formed. After the arch line skeleton (20) is slip-formed, excess concrete is cleaned and the straight skeleton (10) and the arch skeleton (20) are flattened as a whole. Step 5: Using the water retaining strip slipform device (5), the water retaining strip (30) is slipformed on the linear frame (10) and the arch frame (20) after the slipform construction is completed. After the slipform construction of the water retaining strip (30) is completed, wait for the linear frame (10), the arch frame (20) and the water retaining strip (30) to solidify as a whole; Step 6: After the linear frame (10), the arched frame (20) and the water retaining strip (30) are solidified as a whole, grid bricks are laid in the grid formed between the linear frame (10) and the arched frame (20); The depth of the arch groove in step 2 is 0.5-0.8 times the depth of the straight groove; The thickness of the arch frame (20) constructed by the slip formwork of the arch line frame (20) in step 4 is the same as that of the straight frame (10), and the cross-sectional shape of the arch frame (20) is mainly rectangular with a groove near the bottom side. The cross-sectional shape of the water retaining strip (30) constructed by the slip formwork in step 5 is trapezoidal, and the bottom is overlapped in the groove on the bottom side of the arch frame (20).

2. A highway slope arch skeleton slipform construction method according to claim 1, characterized in that: Before the positioning and laying out in step 1, the slope surface is leveled, large stones and other debris are removed, and the slope surface is sprayed with water before the linear grooving and continuously sprayed with water during the grooving process to promptly clean up the soil and rocks that slide down during the linear grooving process.

3. The method for constructing a highway slope arch skeleton slipform according to claim 1, characterized in that: After the excess soil and rocks on the surface are cleaned, the miscellaneous soil and rocks in the arch groove and the straight groove are cleaned and the bottoms of the arch groove and the straight groove are compacted.

4. The method for constructing a highway slope arch skeleton slipform according to claim 1, characterized in that: In step 3, before the linear skeleton (10) slipform construction, a slope collapse test is performed on the concrete to obtain the concrete collapse time and solidification time, and the maximum speed of the linear slipform is calculated based on the collapse time and the slipform length. During the slipform construction, the linear slipform device (3) performs the slipform construction at a speed lower than the maximum speed of the linear skeleton (10) slipform.

5. A linear slotting device for use in a highway slope arch frame slipform construction method according to any one of claims 1 to 4, characterized in that: The linear slotting device (1) comprises a first bracket (11), a chain plate slotting knife (12) and a first movable carriage (17), one end of the first bracket (11) is fixed on the first movable carriage (17), the chain plate slotting knife (12) is slidably arranged on the first bracket (11), the chain plate slotting knife (12) is threadedly connected to a linear slotting screw (15), and the linear slotting screw (15) is controlled to rotate by a linear slotting motor (16); A vibration plate (13) is provided behind the chain plate type slotting knife (12); A linear water spray device (14) is provided in front of the chain plate type slotting knife (12).

6. The arch line slotting device used in the highway slope arch skeleton slipform construction method according to any one of claims 1 to 4, characterized in that: The arch line slotting device (2) comprises a second bracket (21), a spiral slotting knife (22) and a second movable carriage (27), one end of the second bracket (21) is fixed on the second movable carriage (27), the spiral slotting knife (22) is slidably arranged on the second bracket (21), the spiral slotting knife (22) is threadedly connected to the arch line slotting screw (25), and the arch line slotting screw (25) is controlled to rotate by the arch line slotting motor (26); A vibrating hammer (23) is provided behind the spiral slotting cutter (22); An arch line water spray device (24) is provided in front of the spiral slotting knife (22).

7. A linear sliding form device for use in a sliding form construction method for an arched frame of a highway slope according to any one of claims 1 to 4, characterized in that: The linear sliding mold device (3) comprises a third bracket (31), a linear discharge port (32) and a linear sliding mold plate (33), wherein the linear discharge port (32) and the linear sliding mold plate (33) are slidably arranged on the third bracket (31), and the linear sliding mold plate (33) is arranged behind the linear discharge port (32); The linear discharge port (32) and the linear sliding die plate (33) are threadedly connected to the linear sliding die screw (34), and the linear sliding die screw (34) is controlled to rotate by a linear sliding die motor (35); One end of the third bracket (31) is fixed on the third moving trolley (36).

8. The arch line slipform device used in the slipform construction method for an arched skeleton of a highway slope according to any one of claims 1 to 4, characterized in that: The arch line sliding mold device (4) includes a fourth bracket (41), an arch line discharge port (42) and an arch line sliding mold plate (43), wherein the arch line discharge port (42) and the arch line sliding mold plate (43) are hinged to the fourth bracket (41) via an arch line sliding mold swing rod (44), and a swing rod oil cylinder (45) is connected to one side of the arch line sliding mold swing rod (44), and the swing rod oil cylinder (45) is hinged to the fourth bracket (41); One end of the fourth bracket (41) is fixed on the fourth moving trolley (46).

9. A water retaining strip sliding form device for use in a highway slope arch frame sliding form construction method according to any one of claims 1 to 4, characterized in that: The water retaining strip sliding mold device (5) comprises a fifth bracket (51), a water retaining strip discharge port (52) and a sliding mold roller (53), wherein the water retaining strip discharge port (52) and the sliding mold roller (53) are movably arranged on the fifth bracket (51), and the sliding mold roller (53) is arranged behind the water retaining strip discharge port (52), and the water retaining strip discharge port (52) and the sliding mold roller (53) are slidably arranged on a sliding mold track (55) via a sliding mold trolley (54); One end of the fifth bracket (51) is fixed on the fifth moving trolley (56).

Images