Construction method for erecting scaffold on high and steep loose slope

Abstract

The invention provides a construction method for erecting a scaffold on a high and steep loose side slope. The construction method comprises the steps that slope surface treatment, cushion layer treatment, scaffold erection, vertical rod bottom treatment, slope connecting inclined rod arrangement and wall connecting piece arrangement are conducted in sequence; wherein the wall connecting pieces are arranged in a two-part three-span mode and are twisted steel bars, anchor rod holes are formed in a slope surface, slag sinking sections need to be reserved in the anchor rod holes, prefabricated auxiliary anchor rods are inserted into the holes, limiting three-legged supports are welded to the auxiliary anchor rods, then anchoring mortar is injected, after anchoring bodies are solidified, the auxiliary anchor rods are in threaded connection with the adjusting rods, and the adjusting rods are in threaded connection with the wall connecting pieces. The adjusting rod is in threaded connection with the lengthened anchor rod, the lengthened anchor rod is connected with the connecting steel pipe through single-side welding, and finally the connecting short steel pipe is connected with a joint of a scaffold body through the rotating fastener. The anchor rod and the scaffold steel pipe are welded to form the wall connecting piece, the scaffold body can be effectively connected, the anti-overturning capacity of the scaffold body can be improved, and the length of the wall connecting piece can be adjusted through the adjusting rod so as to be suitable for the condition that the slope is uneven.

Description

Technical Field

[0001] The invention relates to the technical field of slope scaffolding erection, in particular to a construction method for erecting a high, steep and loose slope scaffolding. Background Art

[0002] The main method of stabilizing the slope of infrastructure is anchor lattice structure. The construction of anchor lattice structure requires the construction of scaffolding platform. The existing scaffolding construction method of slope is mainly double-row frame, and the slopes are all mechanically brushed. After brushing, the slope surface is relatively regular, the slope is gentle and the slope is uniform. The construction can also be carried out in layers according to the level of the slope. However, there are some high, steep and loose slopes. These slopes have the following characteristics: (1) The slopes are mainly damaged and repaired existing slopes. There is no brushing condition, and the slope shape cannot be changed; (2) The slopes are high and steep, with a height of more than 100m and a maximum steepness of 80°; (3) The slopes are relatively loose and there is a risk of collapse. Therefore, when the existing slope scaffolding construction method is used to construct high, steep and loose slopes, there will be a large reaction force during the drilling of the super-long anchor rods, and the stability of the scaffolding is difficult to guarantee. Summary of the invention

[0003] In view of the deficiencies in the prior art, the present invention provides a construction method for erecting scaffolding on high, steep and loose slopes, so as to solve the technical problems in the related technology that when the existing slope scaffolding is used to erect high, steep and loose slopes, there will be a large reaction force during the drilling construction of extra-long anchor rods, and the stability of the scaffolding is difficult to ensure.

[0004] The present invention provides a construction method for erecting a scaffold on a high steep loose slope, comprising:

[0005] S1. Slope treatment:

[0006] The dangerous rocks on the slope are cleared manually, and then the entire slope is sprayed with concrete to ensure the stability of the slope;

[0007] S2. Cushion treatment:

[0008] The concrete is poured in steps, the cushion is hardened, and then the poles are set on the pad to ensure the levelness of the cushion and the stability of the poles.

[0009] S3. Scaffolding erection:

[0010] The scaffolding is erected in four rows, and according to the actual slope shape, it is gathered from the outside to the inside, and is erected in layers, with the crossbars against the slope;

[0011] S4. Treatment of the bottom of the pole:

[0012] According to the amount of space available on the slope, two methods were used:

[0013] One is that the slope is gentle and there is enough space, so the slope is directly chiseled flat to ensure that the pole is in full contact with the slope;

[0014] One is that the slope is steep and the bottom of the vertical pole is not in enough contact with the slope. The L-shaped steel bar is driven into the slope soil, mortar is poured, and the vertical pole is put on the steel bar;

[0015] S5. Layout of slope-connecting diagonal rods:

[0016] Slope connecting rods are arranged along the slope surface. The slope connecting rods are set on the vertical rods and are parallel to the slope surface.

[0017] S6. Layout of wall ties:

[0018] The wall connection parts are arranged in two parts and three spans. The wall connection parts are threaded steel bars (auxiliary anchor rods). Anchor rod holes are drilled on the slope surface. The anchor rod holes need to reserve ballast sections. The prefabricated auxiliary anchor rods are inserted into the holes. A limited tripod bracket is welded on the auxiliary anchor rods. Then, anchor mortar is injected. After the anchor body is solidified, the auxiliary anchor rods are connected to the adjusting rod threads. The adjusting rods are connected to the extended anchor rod threads. The extended anchor rods are connected to the connecting steel pipes by single-sided welding. Finally, the connecting short steel pipes are connected to the nodes of the scaffolding frame through rotating fasteners.

[0019] S7, drilling rig construction:

[0020] (1) Drilling rig location

[0021] Before drilling, according to the position of the drilling rig, temporarily add a longitudinal horizontal bar at the top or tail of the drilling rig, and firmly connect it with the vertical bars on both sides of the span with right-angle fasteners;

[0022] (2) Wall connection

[0023] When constructing the upper anchor bolt, use inclined steel pipes to connect with the steel pipes at the lower wall connection parts, and the inclined steel pipes are set up with the anchor drilling rig;

[0024] S8, operating layer and ramp:

[0025] The operation layer is fully covered with scaffolding boards, which are set on three horizontal bars. The scaffolding boards are laid in a butt-jointed manner. Guardrails and high footboards are set on the construction operation layer outside the scaffolding. The railings and footboards are set on the inner side of the outer poles.

[0026] According to the progress of on-site construction, multiple zigzag ramps are set up at intervals. The ramps are fully covered with scaffolding, and platforms are set up at the corners. Guardrails and footboards are installed on both sides of the ramp and the periphery of the platform. The upper and lower passages are fixed with wall connecting rods and unloading devices as required, and red warning lights are installed at the corners of the passages.

[0027] Furthermore, in S1, the entire slope surface is sprayed with 1-5 cm of C25 concrete.

[0028] Furthermore, in S2, the cushion layer is hardened with C20 concrete, with a thickness of not less than 10 cm, a single step span of not less than 2 spans, and a single step height of 5-15 cm; the pad is a wooden pad with a length of not less than 2 spans, a thickness of not less than 50 mm, and a width of not less than 200 mm.

[0029] Furthermore, in S3, the horizontal distance of the scaffold is (0.5-1.5) m+(0.5-1.5) m+(0.5-1.5) m, the crossbar is against the slope, and the distance between the scaffold and the slope is 0.1-0.5 m; the vertical distance is 1-2 m, and the step distance is 1-2 m.

[0030] Furthermore, in S5, the slope connecting rod is 15-25 cm away from the bottom of the vertical rod.

[0031] Furthermore, in S6, the wall connecting member is a φ20-30 threaded steel bar, and a φ40-50 mm anchor hole is drilled on the slope surface, and a 45-55 cm slag section needs to be reserved for the anchor hole.

[0032] Furthermore, in S8, multiple protective railings and 15-20 cm high footboards are set at 0.3-09m and 1-1.5m height positions on the construction working layer outside the scaffolding.

[0033] Furthermore, in S8, a zigzag ramp is set every 40-60m, the ramp width is 1m, and the slope is 1:3.

[0034] Furthermore, in S8, an anti-skid wooden strip is provided at intervals of 40-60 cm in the horizontal direction of the scaffolding planks, and the thickness of the wooden strip is 2-3 cm.

[0035] Furthermore, in S8, the height of the handrail is 1-1.5m, and the height of the footboard is 17-20cm.

[0036] Compared with the prior art, the present invention has the following beneficial effects:

[0037] (1) Wide applicability. The length of the wall connecting piece can be adjusted by the adjusting rod to adapt to the uneven slope surface. The layout of the wall connecting piece and the subsequent reinforcement measures greatly improve the safety of drilling.

[0038] (2) The cost is low. The anchor rods are welded with the scaffolding steel pipes to form wall connecting parts, which can effectively connect the frame and improve the anti-overturning ability of the frame, which is conducive to promotion and application;

[0039] (3) The implementation is relatively simple. Most high and steep slope management involves anchor construction, which can utilize existing drilling rigs to drill holes for wall connections and auxiliary reinforcement. The construction is convenient and conducive to promotion and application. BRIEF DESCRIPTION OF THE DRAWINGS

[0040] Figure 1 This is a structural schematic diagram of the bottom treatment of the neutral pole for erecting a high steep loose slope scaffolding according to an embodiment of the present invention;

[0041] Figure 2 This is a structural schematic diagram of the bottom treatment of the neutral pole for erecting a high steep loose slope scaffolding according to an embodiment of the present invention;

[0042] Figure 3 This is a schematic structural diagram of a wall connecting member in erecting a high steep loose slope scaffolding according to an embodiment of the present invention;

[0043] Figure 4 It is a schematic diagram of the cross-sectional structure of a wall connecting member in the erection of a high steep loose slope scaffolding according to an embodiment of the present invention;

[0044] Figure 5 This is a structural schematic diagram of a drilling rig construction in the erection of a high-steep loose slope scaffolding according to an embodiment of the present invention;

[0045] Figure 6 This is a structural schematic diagram of the installation of wall connecting parts in the erection of a high steep loose slope scaffolding according to an embodiment of the present invention;

[0046] Figure 7 The overall cross-sectional view of the erection of a high steep loose slope scaffolding according to an embodiment of the present invention is shown;

[0047] Figure 8 for Figure 7 A local enlarged schematic diagram of the .

[0048] Description of Figure Numbers:

[0049] 10. Wall connection; 11. Threaded steel bar; 12. Cement mortar; 13. Connecting steel pipe; 14. Rotating fastener; 15. Ballast section; 16. Adjusting rod; 17. Extended anchor rod; 18. Three-legged bracket;

[0050] 20. Scaffolding frame; 21. Horizontal rod; 22. Vertical rod; 23. Cross rod; 24. Slope connecting rod;

[0051] 30. Anchor hole.

[0052] The realization of the purpose, functional features and advantages of the present invention will be further explained in conjunction with embodiments and with reference to the accompanying drawings. DETAILED DESCRIPTION

[0053] In order to make the purpose, technical solution and beneficial effects of the present invention more clearly understood, the technical solution of the present invention is further described below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present invention and are not used to limit the present invention.

[0054] In the description of the present invention, it should be noted that the structures, proportions, sizes, etc. illustrated in the drawings of the present specification are only used to match the contents disclosed in the specification for people familiar with the technology to understand and read, and are not used to limit the limiting conditions for the implementation of the present invention, so they have no substantial technical significance. Any modification of the structure, change of the proportion relationship or adjustment of the size should still fall within the scope of the technical content disclosed by the present invention without affecting the effects and purposes that can be achieved by the present invention. At the same time, the terms such as "upper", "lower", "left", "right", "middle" and "one" quoted in the present specification are only for the convenience of description, and are not used to limit the scope of the implementation of the present invention. The change or adjustment of the relative relationship should also be regarded as the scope of the implementation of the present invention without substantially changing the technical content.

[0055] Example 1

[0056] See also Figures 1 to 8 The embodiment of the present invention provides a construction method for erecting a scaffold on a high steep loose slope, comprising:

[0057] S1. Slope treatment:

[0058] The dangerous rocks on the slope are cleared manually, and then the entire slope is sprayed with 1-5cm C25 concrete to ensure the stability of the slope;

[0059] S2. Cushion treatment:

[0060] The step-by-step pouring method is adopted, the cushion layer is hardened with C20 concrete, the thickness is not less than 10cm, the span of a single step is not less than 2 spans, and the height of a single step is 5-15cm; then the vertical pole 22 is set on the pad to ensure the horizontality of the cushion layer and the stability of the vertical pole 22;

[0061] Specifically, the pad shall be a wooden pad with a length of not less than 2 spans, a thickness of not less than 50mm, and a width of not less than 200mm;

[0062] S3. Scaffolding erection:

[0063] The scaffolding is erected in four rows, and is gathered from outside to inside according to the actual slope shape, so as to be erected in layers, with the crossbar 23 resting against the slope;

[0064] Specifically, the horizontal distance of the scaffold is (0.5-1.5)m+(0.5-1.5)m+(0.5-1.5)m, the crossbar 23 is against the slope, and the distance between the scaffold and the slope is 0.1-0.5m; the vertical distance is 1-2m, and the step distance is 1-2m;

[0065] S4, bottom treatment of pole 22:

[0066] According to the amount of space available on the slope, two methods were used:

[0067] One is that the slope is gentle and the space is sufficient, and the slope is directly chiseled flat to ensure that the vertical pole 22 is in full contact with the slope;

[0068] One is that the slope is steep, and the bottom of the vertical pole 22 is not in enough contact with the slope, and the L-shaped steel bar is driven into the slope soil, mortar is poured, and the vertical pole 22 is put on the steel bar;

[0069] S5. Layout of slope connecting rod 24:

[0070] The slope connecting inclined rods 24 are arranged along the slope surface. The slope connecting inclined rods 24 are arranged on the vertical rods 22 and are parallel to the slope surface.

[0071] Specifically, the slope connecting rod 24 is 15-25cm away from the bottom of the vertical rod 22;

[0072] S6. Layout of wall connection piece 10:

[0073] The wall connecting member 10 is arranged in two parts and three spans. The wall connecting member 10 is a threaded steel bar 11 (auxiliary anchor rod). An anchor rod hole 30 is set on the slope surface. The anchor rod hole 30 needs to reserve a ballast section 15. The prefabricated auxiliary anchor rod is inserted into the hole. A limited tripod bracket 18 is welded on the auxiliary anchor rod, and then the anchor mortar is injected. After the anchor body is solidified, the auxiliary anchor rod is threadedly connected with the adjusting rod 16, and the adjusting rod 16 is threadedly connected with the extended anchor rod 17. The extended anchor rod 17 is connected to the connecting steel pipe 13 by single-sided welding. Finally, the connecting short steel pipe is connected to the node of the scaffold frame 20 through the rotating fastener 14;

[0074] Specifically, the wall connecting member 10 is a φ20-30 threaded steel bar 11, and a φ40-50mm anchor hole 30 is drilled on the slope surface. The anchor hole 30 needs to reserve a 45-55cm ballast section 15;

[0075] S7, drilling rig construction:

[0076] (1) Drilling rig location

[0077] Before drilling, according to the position of the drilling rig, temporarily add a longitudinal horizontal rod 21 at the top or tail of the drilling rig, and firmly connect it with the vertical rods 22 on both sides of the span with right-angle fasteners;

[0078] (2) 10 wall connections

[0079] When constructing the upper anchor bolt, use inclined steel pipes to connect with the steel pipes at 10 locations of the lower wall connection parts, and the inclined steel pipes are set up with the anchor drilling rig;

[0080] S8, operating layer and ramp:

[0081] The operation layer is fully paved with scaffolding boards, which are set on three horizontal bars 21, and the scaffolding boards are laid in a butt-jointed manner; and guardrails and high footboards are set on the construction operation layer outside the scaffolding, and the guardrails and footboards are set on the inner side of the outer poles 22;

[0082] According to the progress of on-site construction, multiple zigzag ramps are set up at intervals, the ramps are fully covered with scaffolding boards, platforms are set up at the corners, protective railings and footboards are installed on both sides of the ramps and the periphery of the platforms, the upper and lower channels are fixed with wall connecting rods and unloading devices as required, and red warning lights are installed at the corners of the channels;

[0083] Specifically, in the S8, multiple protective railings and 15-20cm high footboards are set at 0.3-09m and 1-1.5m heights of the construction working layer outside the scaffolding; a zigzag ramp is set every 40-60m, the ramp width is 1m, and the slope is 1:3; an anti-slip wooden strip is added every 40-60cm in the horizontal direction of the scaffolding board, and the thickness of the wooden strip is 2-3cm; the height of the railing is 1-1.5m, and the height of the footboard is 17-20cm.

[0084] Example 2

[0085] See also Figures 1 to 8 The embodiment of the present invention provides a construction method for erecting a scaffold on a high steep loose slope, comprising:

[0086] S1. Slope treatment

[0087] In view of the loose and easy collapse characteristics of the slope, we first adopted the method of manual clearance to clear the dangerous rocks on the slope, and then sprayed 3cm of C25 concrete on the entire slope to ensure the stability of the slope;

[0088] S2. Cushion treatment

[0089] The foot of this type of slope is mostly irregularly linear with a large longitudinal slope. To ensure the horizontality of the cushion layer and the stability of the pole 22, the cushion layer is cast in steps. The cushion layer is hardened with C20 concrete, with a thickness of not less than 10cm, a single step span of not less than 2 spans, and a single step height of 5-15cm (depending on the actual terrain). The pole 22 must be set on a pad, which is a wooden pad with a length of not less than 2 spans, a thickness of not less than 50mm, and a width of not less than 200mm.

[0090] S3. Scaffolding erection

[0091] Considering the steepness and height of the slope and the load parameters of the drilling rig, the scaffolding is erected in four rows, and according to the actual slope shape, it is gathered from the outside to the inside, and is built in layers to reduce the overall stress height. The horizontal distance is 0.9m+0.9m+0.9m, the crossbar 23 is against the slope, and the distance between the scaffolding and the slope is 0.3m; the vertical distance is 1.5m, and the step distance is 1.5m;

[0092] S4, measures at the bottom of pole 22

[0093] There are two ways to implement it according to the amount of space on the slope. One is that the slope is gentle and the space is sufficient, and the slope is directly chiseled flat, with a range of 10cm×10cm, to ensure that the vertical pole 22 is in full contact with the slope. The other is that the slope is steeper, and the bottom of the vertical pole 22 is not in sufficient contact with the slope area, so L-shaped steel bars are driven into the slope soil, and M30 mortar is poured, with an anchoring length of not less than 2m, and the vertical pole 22 is put on the steel bars;

[0094] S5, Layout of slope connecting rod 24

[0095] In order to prevent the partial vertical pole 22 from hanging in the air and maintain the overall stability, a slope connecting inclined rod 24 is arranged along the slope surface, which is set on the vertical pole 22, parallel to the slope surface, and 20 cm away from the bottom of the vertical pole 22;

[0096] S6. Layout of wall connection piece 10

[0097] The wall connecting member 10 is arranged in two parts and three spans. The wall connecting member 10 is a φ25 threaded steel bar 11 (auxiliary anchor rod). A φ45mm anchor rod hole 30 is set on the slope surface. The anchor rod hole 30 needs to reserve a 50cm ballast section 15; the prefabricated auxiliary anchor rod is inserted into the hole, and a limited tripod bracket 18 is welded on the auxiliary anchor rod. The bracket is composed of φ8 round steel bars, which can not only play the role of centering the anchor rod, but also increase the anchor rod limiting capacity; then inject anchor mortar, requiring M30 cement mortar 12; after the anchor body strength reaches 75%, the auxiliary anchor rod is threadedly connected to the adjusting rod 16; the adjusting rod 16 is threadedly connected to the extension anchor rod 17; the extension anchor rod 17 is connected to the connecting steel pipe 13 by single-sided welding; finally, the connecting short steel pipe is connected to the node of the scaffold frame 20 by the rotating fastener 14;

[0098] S7. Strengthening measures during drilling rig construction

[0099] (1) Drilling rig location

[0100] Since the anchor drilling rig needs to be placed at an angle, in order to bear the reaction force during drilling operation, before drilling, a longitudinal horizontal rod 21 is temporarily added at the top or tail of the drilling rig according to the position of the drilling rig, and is firmly connected to the vertical rods 22 on both sides of the span with right-angle fasteners;

[0101] (2) 10 wall connections

[0102] To ensure safety, when constructing the upper anchor bolt, use inclined steel pipes to connect with the steel pipes at 10 locations of the lower wall connection parts, and the inclined steel pipes are set up with the anchor drilling rig;

[0103] S8, operating floor and ramp

[0104] The operation layer is fully covered with scaffolding boards, which are set on three horizontal bars 21. The scaffolding boards are laid in a butt-jointed manner. Two protective railings and 18cm high footboards are set at 0.6m and 1.2m high positions on the outer side of the scaffolding construction operation layer. The railings and footboards should be set on the inner side of the outer poles 22.

[0105] To facilitate personnel to go up and down the working surface, according to the progress of on-site construction, a zigzag ramp is set up every 40-60m. The width of the ramp is 1m, the slope is 1:3, the ramp is fully covered with scaffolding, and an anti-slip wooden strip is added every 30cm horizontally. The thickness of the wooden strip is 2-3cm. A platform with a width of 1m is set at the corner. Guardrails and toeboards are installed on both sides of the ramp and the periphery of the platform. The height of the railing is 1.2m, and the height of the toeboard is 18cm. The upper and lower channels are fixed with wall connecting rods and unloading devices as required, and red warning lights are installed at the corners of the channel.

[0106] Finally, it should be noted that the above embodiments are only used to illustrate the technical solution of the present invention rather than to limit it. Although the present invention has been described in detail with reference to the preferred embodiments, those skilled in the art should understand that the technical solution of the present invention can be modified or replaced by equivalents without departing from the purpose and scope of the technical solution of the present invention, which should be included in the scope of the claims of the present invention.

Claims

1. A construction method for erecting scaffolding on a high, steep and loose slope, characterized by: S1. Slope treatment: The dangerous rocks on the slope are cleared manually, and then the entire slope is sprayed with concrete to ensure the stability of the slope; S2. Pad treatment: The concrete is poured in steps, the cushion is hardened, and then the poles are set on the pad to ensure the levelness of the cushion and the stability of the poles. S3. Scaffolding erection: The scaffolding is erected in four rows, and according to the actual slope shape, it is gathered from the outside to the inside, and is erected in layers, with the crossbars against the slope; S4. Treatment of the bottom of the pole: According to the amount of space available on the slope, two methods were used: One is that the slope is gentle and there is enough space, so the slope is directly chiseled flat to ensure that the pole is in full contact with the slope; One is that the slope is steep and the bottom of the vertical pole is not in enough contact with the slope. The L-shaped steel bar is driven into the slope soil, mortar is poured, and the vertical pole is put on the steel bar. S5. Layout of slope-connecting diagonal rods: The slope connecting rods are arranged along the slope surface. The slope connecting rods are set on the vertical rods and parallel to the slope surface. S6. Layout of wall ties: The wall connection parts are arranged in two parts and three spans. The wall connection parts are threaded steel bars (auxiliary anchor rods). Anchor rod holes are drilled on the slope surface. The anchor rod holes need to reserve ballast sections. The prefabricated auxiliary anchor rods are inserted into the holes. A limited tripod bracket is welded on the auxiliary anchor rods. Then, anchor mortar is injected. After the anchor body is solidified, the auxiliary anchor rods are connected to the adjusting rod threads. The adjusting rods are connected to the extended anchor rod threads. The extended anchor rods are connected to the connecting steel pipes by single-sided welding. Finally, the connecting short steel pipes are connected to the nodes of the scaffolding frame through rotating fasteners. S7, drilling rig construction: (1) Drilling rig location Before drilling, according to the position of the drilling rig, temporarily add a longitudinal horizontal bar at the top or tail of the drilling rig, and firmly connect it with the vertical bars on both sides of the span with right-angle fasteners; (2) Wall connection When constructing the upper anchor bolt, use inclined steel pipes to connect with the steel pipes at the lower row of wall connecting parts, and the inclined steel pipes are set up with the anchor drilling rig; S8, operating layer and ramp: The operation layer is fully covered with scaffolding boards, which are set on three horizontal bars. The scaffolding boards are laid in a butt-jointed manner, and protective railings and high footboards are set on the construction operation layer outside the scaffolding. The railings and footboards are set on the inner side of the outer poles. According to the progress of on-site construction, multiple zigzag ramps are set up at intervals. The ramps are fully covered with scaffolding, and platforms are set up at the corners. Guardrails and footboards are installed on both sides of the ramp and the periphery of the platform. The upper and lower passages are fixed with wall connecting rods and unloading devices as required, and red warning lights are installed at the corners of the passages.

2. The construction method for erecting a high steep loose slope scaffolding as claimed in claim 1 is characterized by: In S1, the entire slope surface is sprayed with 1-5 cm of C25 concrete.

3. The construction method for erecting a high steep loose slope scaffolding according to claim 1 is characterized in that: In S2, the cushion layer is hardened with C20 concrete, with a thickness of not less than 10 cm, a single step span of not less than 2 spans, and a single step height of 5-15 cm; the pad is a wooden pad with a length of not less than 2 spans, a thickness of not less than 50 mm, and a width of not less than 200 mm.

4. The construction method for erecting a high steep loose slope scaffolding according to claim 1 is characterized in that: In S3, the horizontal distance of the scaffold is (0.5-1.5)m+(0.5-1.5)m+(0.5-1.5)m, the crossbar is against the slope, and the distance between the scaffold and the slope is 0.1-0.5m; the vertical distance is 1-2m, and the step distance is 1-2m.

5. The construction method for erecting a high steep loose slope scaffolding according to claim 1, characterized in that: In S5, the slope connecting rod is 15-25 cm away from the bottom of the vertical rod.

6. The construction method for erecting a high steep loose slope scaffold as claimed in claim 1, characterized in that: In the above S6, the wall connecting member is a φ20-30 threaded steel bar, and a φ40-50mm anchor hole is drilled on the slope surface, and a 45-55cm slag section needs to be reserved for the anchor hole.

7. The construction method for erecting a high steep loose slope scaffolding according to claim 1, characterized in that: In the above S8, multiple guardrails and 15-20 cm high footboards are arranged at the positions of 0.3-09 m and 1-1.5 m high on the construction working layer outside the scaffold.

8. The construction method for erecting a high steep loose slope scaffolding according to claim 1, characterized in that: In the S8, a zigzag ramp is set every 40-60m, the ramp width is 1m, and the slope is 1:

3.

9. The construction method for erecting a high steep loose slope scaffolding according to claim 1, characterized in that: In the above S8, a non-slip wooden strip is added at intervals of 40-60 cm in the horizontal direction of the scaffolding planks, and the thickness of the wooden strip is 2-3 cm.

10. The construction method for erecting a high steep loose slope scaffolding according to claim 1, characterized in that: In the S8, the height of the handrail is 1-1.5m, and the height of the footboard is 17-20cm.

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