Slope treatment operation platform

Abstract

The utility model discloses a side slope treatment operation platform, which belongs to the technical field of side slope treatment operation platforms, and comprises a fastener type steel pipe scaffold, a diagonal bridging, a wall connecting rod, a platform mechanism and a protection mechanism, the fastener type steel pipe scaffold is novel in design and ingenious in device, in order to improve the stability of the platform, (longitudinal) diagonal bracings are arranged at the two ends of the outer side of the vertical face of the platform for reinforcement, the diagonal bracings are continuously arranged from bottom to top, and meanwhile horizontal inner pulling wall connecting rods are arranged on each riding track in the longitudinal direction of the scaffold in every two spans to prevent the fastener type steel pipe scaffold from integrally tipping over and sliding down. The scaffold board is a wood scaffold board with the thickness of 5 cm, the scaffold board is fully laid in an operation area, two galvanized steel wire hoops with the diameter not smaller than 4 mm are arranged at the two ends of the scaffold board respectively, the galvanized steel wire hoops are pressed through two steel pipes and bound firmly through first iron wires, a protective barrier and a foot blocking plate are arranged on the outer side of the scaffold board, the height of the protective barrier is 1.2 m, the height of the foot blocking plate is not smaller than 180 mm, and a safety net needs to be hung on the protective barrier. And a second iron wire is used for fastening, so that the practicability of the device is greatly improved.

Description

Technical Field

[0001] This application relates to the field of slope treatment operation platform technology, and in particular to a slope treatment operation platform. Background Technology

[0002] A slope stabilization operation platform is a platform used in slope stabilization projects. It is mainly used to provide a safe workspace and operation platform to ensure the safety of construction personnel and construction efficiency.

[0003] Slope treatment operation platforms are widely used in various slope treatment projects, such as high slope support, foundation pit construction, and tunnel engineering. They not only provide a stable working platform but also ensure the safety of construction personnel and reduce the impact on the surrounding environment.

[0004] However, existing slope treatment operation platforms lack stability and practicality, and various aspects need to be guaranteed to further ensure the safety of construction workers.

[0005] Therefore, this application proposes a slope treatment operation platform. Utility Model Content

[0006] This application proposes a slope treatment operation platform to solve the problems mentioned in the background art. By using a combination of coupler-type steel pipe scaffolding and scissor bracing, the platform's stability is enhanced by longitudinal scissor bracing at both ends of the platform's exterior facade. The scissor bracing is continuously installed from bottom to top. Simultaneously, along the longitudinal direction of the scaffolding at each level of the walkway, horizontal inner wall ties are installed every two spans to prevent the coupler-type steel pipe scaffolding from tilting or sliding outwards. The scaffold boards are 5cm thick wooden boards, fully covering the operating area. Two galvanized steel wire hoops with a diameter of not less than 4mm are installed at each end, secured with two steel pipes and tied firmly with a first wire. A guardrail and a toe board are installed on the outside of the scaffold boards. The guardrail is 1.2m high, and the toe board is at least 180mm high. Safety netting must be hung on the guardrail and secured with a second wire, greatly improving the practicality of the device.

[0007] To achieve the above objectives, this application adopts the following technical solution:

[0008] A slope stabilization operation platform includes a coupler-type steel pipe scaffold, scissor bracing, wall ties, a platform mechanism, and a protective mechanism. The coupler-type steel pipe scaffold includes uprights, horizontal bars, longitudinal ground bracing, transverse ground bracing, and anchor pipes. The uprights, horizontal bars, longitudinal ground bracing, and transverse ground bracing are all made of steel pipes, and the connecting couplers on the coupler-type steel pipe scaffold are standard couplers.

[0009] As a preferred implementation, the bottom end of each of the vertical rods is provided with a longitudinal sweeping rod and a transverse sweeping rod, which are 20 cm away from the ground and are firmly connected with the vertical rods, and the bottom end of each of the longitudinal sweeping rods is provided with an anchor pipe which is buckled with the transverse sweeping rod.

[0010] According to the slope ratio of the mountain slope, the scaffold is set according to the slope, the horizontal distance of the vertical rod is 1.2 m, the vertical distance of the vertical rod is 1.2 m, the step distance of the horizontal rod is 1.2 m, the erection length is 6 m, the height is 8 m, the bottom end of the vertical rod must be provided with a longitudinal sweeping rod and a transverse sweeping rod, which are 20 cm away from the ground and are firmly connected with the vertical rod, and the anchor pipe 15 (φ48mm×3.5mm) is buckled with the transverse sweeping rod to prevent sliding, thereby improving the practicability of the device.

[0011] As a preferred implementation, the wall connecting rod of the scaffold is made of a 48mm×3.5mm steel pipe, which is set according to one step and two spans.

[0012] The depth of the fixed point pull rod is not less than 1.5m, the angle is equal to the angle of the slope anchor rod, the anchor rod is constructed from bottom to top, and the wall connecting rod of the scaffold is set following, and the wall connecting rod connection is connected by a fastener, thereby improving the practicability of the device.

[0013] As a preferred implementation, the scissors brace includes a first branch rod and a second branch rod, and two groups of longitudinal scissors braces are arranged at both ends of the platform facade outside to reinforce, and the scissors brace is continuously arranged from bottom to top.

[0014] By setting two groups of scissors braces, the scissors brace includes a first branch rod and a second branch rod, and the platform stability is increased by setting the scissors brace according to the actual situation on site, thereby improving the practicability of the device.

[0015] As a preferred implementation, the wall connecting rod is set on each level of the scaffold along the longitudinal direction of the scaffold, and a horizontal inner pulling wall connecting rod is set every two spans to prevent the scaffold from tilting outward and sliding downward as a whole.

[0016] By arranging (longitudinally) scissors braces at both ends of the platform facade outside to reinforce, the scissors brace is continuously arranged from bottom to top, and a horizontal inner pulling wall connecting rod is set every two spans on each level of the scaffold along the longitudinal direction of the scaffold to prevent the scaffold from tilting outward and sliding downward as a whole, thereby improving the practicability of the device.

[0017] As a preferred implementation, the platform mechanism includes a footboard, a galvanized steel wire hoop, a steel pipe, and a first iron wire, the footboard is a five-centimeter-thick wooden footboard, the footboard is fully paved in the operation area, two galvanized steel wire hoops with a diameter not less than four millimeters are arranged at both ends, and two steel pipes are pressed, and the first iron wire is tied and stabilized, and the footboard extends the steel pipe by 20 cm.

[0018] The footboard is 5cm thick wood footboard, the standard value of its self weight is 0.35kN / m2, the footboard is fully paved in the operation area, two ends are respectively provided with two galvanized steel wire hoops with diameter not less than 4mm, and two steel pipes are pressed, the first iron wire is bound to be stable, the footboard is 20cm out of the steel pipe, thereby the practicability of the device is improved.

[0019] As a preferred embodiment, the protection mechanism comprises a protective fence, a footboard, a safety net and a second iron wire, the outer side of the fastener type steel pipe scaffold is provided with one protective fence and one footboard, the upper rod height of the protective fence is 1.2m, and the height of the footboard should not be less than 180mm;

[0020] The outer side of the footboard is provided with one protective fence and one footboard, the upper rod height of the protective fence is 1.2m, and the height of the footboard should not be less than 180mm, thereby the practicability of the device is improved.

[0021] As a preferred embodiment, the protective fence is provided with a safety net, and the safety net is fastened on the protective fence by the second iron wire;

[0022] The safety net must be hung on the protective fence and fastened by the second iron wire, thereby the protection is further enhanced, and the practicability of the device is improved.

[0023] The beneficial effects of the present application are as follows:

[0024] 1. The slope treatment operation platform is provided with a platform mechanism and a protection mechanism, the footboard is 5cm thick wood footboard, the standard value of its self weight is 0.35kN / m2, the footboard is fully paved in the operation area, two ends are respectively provided with two galvanized steel wire hoops with diameter not less than 4mm, and two steel pipes are pressed, the first iron wire is bound to be stable, the footboard is 20cm out of the steel pipe, the outer side of the footboard is provided with one protective fence and one footboard, the upper rod height of the protective fence is 1.2m, the height of the footboard should not be less than 180mm, the safety net must be hung on the protective fence and fastened by the second iron wire, thereby the practicability of the device is greatly improved;

[0025] 2. The slope treatment operation platform is provided with a fastener type steel pipe scaffold and a scissors support, in order to increase the stability of the platform, the (longitudinal) scissors support is arranged at both ends of the outer side of the vertical surface of the platform to reinforce, the scissors support is continuously arranged from the bottom to the top, and meanwhile, the horizontal inner pull connecting wall rod is arranged on every level of the footboard along the longitudinal direction of the scaffold, thereby the whole fastener type steel pipe scaffold is prevented from tilting outward and sliding downward, and the practicability of the device is greatly improved. BRIEF DESCRIPTION OF DRAWINGS

[0026] Fig. 1 It is a front view of the device of the present application;

[0027] Fig. 2 Part of the device is shown in the figure;

[0028] Fig. 3 The device is shown in the figure.

[0029] Figure label: 1, steel pipe scaffold; 11, vertical rod; 12, small cross rod; 13, longitudinal sweeping rod; 14, transverse sweeping rod; 15, anchor pipe; 2, scissors support; 21, first support rod; 22, second support rod; 3, wall connecting rod; 4, platform mechanism; 41, scaffold board; 42, galvanized steel wire hoop; 43, steel pipe; 44, first wire; 5, protection mechanism; 51, guardrail; 52, foot plate; 53, safety net; 54, second wire. DETAILED DESCRIPTION

[0030] The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, not all embodiments.

[0031] Reference Figs. 1-3 A slope treatment operation platform includes a steel pipe scaffold 1 and scissors support 2, wall connecting rod 3, platform mechanism 4 and protection mechanism 5, the steel pipe scaffold 1 includes vertical rod 11, small cross rod 12, longitudinal sweeping rod 13, transverse sweeping rod 14 and anchor pipe 15, the vertical rod 11, small cross rod 12, longitudinal sweeping rod 13 and transverse sweeping rod 14 are all made of steel pipe, and the connecting fastener on the steel pipe scaffold 1 is made of a standard fastener.

[0032] The bottom end of each vertical rod 11 is provided with longitudinal sweeping rod 13 and transverse sweeping rod 14, which are 20 cm away from the ground and are firmly connected with the vertical rod 11, the bottom end of each longitudinal sweeping rod 13 is provided with anchor pipe 15, which is buckled with the transverse sweeping rod 14; according to the slope ratio of the mountain slope, the steel pipe scaffold 1 is set according to the slope, the horizontal distance of the vertical rod 11 is 1.2 m, the vertical distance of the vertical rod 11 is 1.2 m, the horizontal rod step distance is 1.2 m, the erection length is 6 m, the height is 8 m, the bottom end of the vertical rod 11 must be provided with longitudinal sweeping rod 13 and transverse sweeping rod 14, which are 20 cm away from the ground and are firmly connected with the vertical rod 11, in order to prevent sliding, the anchor pipe 15 (φ48mm×3.5mm) is buckled with the transverse sweeping rod 14, thereby improving the practicability of the device.

[0033] The wall connecting rod of the fastener type steel pipe scaffold 1 is made of 48mm*3.5mm steel pipe and is arranged according to one step and two spans; the depth of the fixed point pull rod is not less than 1.5m, the angle is equal to the angle of the slope anchor rod, the anchor rod is constructed from bottom to top, the wall connecting rod of the fastener type steel pipe scaffold 1 is arranged following, and the wall connecting rod is connected by fastener, so that the practicability of the device is improved.

[0034] The scissors brace 2 includes first branch 21 and second branch 22, two groups of longitudinal scissors brace 2 are arranged at both ends of the platform facade outside to reinforce, and the scissors brace 2 is continuously arranged from bottom to top; by arranging two groups of scissors brace 2, the scissors brace 2 includes first branch 21 and second branch 22, in order to increase the stability of the platform, the scissors brace 2 is arranged according to the actual situation on site, so that the practicability of the device is improved.

[0035] The wall connecting rod 3 is arranged longitudinally along the fastener type steel pipe scaffold 1 on each level of the horse track, and the horizontal inner pull wall connecting rod 3 is arranged every two spans to prevent the fastener type steel pipe scaffold 1 from tilting outward and sliding downward as a whole; by arranging (longitudinally) the scissors brace 2 at both ends of the platform facade outside to reinforce, the scissors brace 2 is continuously arranged from bottom to top, and the horizontal inner pull wall connecting rod 3 is arranged every two spans along the scaffold longitudinally on each level of the horse track to prevent the fastener type steel pipe scaffold 1 from tilting outward and sliding downward as a whole, so that the practicability of the device is improved.

[0036] The platform mechanism 4 includes footboard 41, galvanized steel wire hoop 42, steel pipe 43 and first iron wire 44, the footboard 41 is five centimeter thick wooden footboard 41, the footboard 41 is fully paved in the operation area, two ends are each provided with two galvanized steel wire hoops 42 with a diameter not less than four millimeters, and are pressed by two steel pipes 43, and are bound and stabilized by the first iron wire 44, and the footboard 41 extends out of the steel pipe by twenty centimeters; the footboard 41 is five centimeter thick wooden footboard, the self-weight standard value of which is 0.35kN / m2, the footboard 41 is fully paved in the operation area, two ends are each provided with two galvanized steel wire hoops 42 with a diameter not less than four millimeters, and are pressed by two steel pipes 43, and are bound and stabilized by the first iron wire 44, and the footboard 41 extends out of the steel pipe 43 by twenty centimeters, so that the practicability of the device is improved.

[0037] The protection mechanism 5 includes protective rail 51, foot plate 52, safety net 53 and second iron wire 54, the outside of the fastener type steel pipe scaffold 1 is provided with one protective rail 51 and one foot plate 52, the upper rod height of the protective rail 51 is one meter and two tenths, and the height of the foot plate 52 should not be less than one hundred and eighty millimeters; the outside of the footboard 41 is provided with one protective rail 51 and one foot plate 52, the upper rod height of the protective rail 51 is 1.2m, and the height of the foot plate 52 should not be less than 180mm, so that the practicability of the device is improved.

[0038] The safety net 53 is arranged on the guardrail 51 and is fastened on the guardrail 51 by the second iron wire 54; the safety net 53 must be hung on the guardrail 51 and fastened by the second iron wire 54, so that the safety is further enhanced, and thus the practicability of the device is improved.

[0039] Working principle: the vertical rod 11, the small cross rod 12, the longitudinal sweeping rod 13 and the transverse sweeping rod 14 all adopt steel pipes with a diameter of 48 mm and a thickness of 3.5 mm, and the quality meets the requirements of the current national standard “Carbon Structural Steel” (GB / T700) Q235-A grade steel (Q235 steel tensile, compressive and bending strength design value = 205 N / mm2, elastic modulus E = 2.06*105 N / mm2).

[0040] According to the slope ratio of the mountain slope, the fastener type steel pipe scaffold 1 is arranged according to the slope, the horizontal distance of the vertical rod 11 is 1.2 m, the vertical distance of the vertical rod 11 is 1.2 m, the horizontal rod step distance is 1.2 m, the erection length is 6 m, the height is 8 m, the bottom end of the vertical rod 11 must be provided with the longitudinal sweeping rod 13 and the transverse sweeping rod 14, which are 20 cm away from the ground and are connected with the vertical rod 11 firmly, and the anchor pipe 15 (φ48mm*3.5mm) is punched into the ground to a depth of 1.5 m and is buckled with the transverse sweeping rod 14 to prevent sliding.

[0041] The scissors brace 2 is arranged according to the actual situation on the site, the anchor rod construction is from bottom to top, and therefore the scaffold construction sequence is also from bottom to top, when a working surface is completed, the platform is removed and is erected on the next working surface.

[0042] The wall connecting rod of the fastener type steel pipe scaffold 1 adopts steel pipes with a diameter of 48 mm and a thickness of 3.5 mm, is arranged according to 1 step 2 spans (1h*2L), the fixed point pull rod depth is not less than 1.5 m, the angle is equal to the anchor rod angle of the slope, the anchor rod construction is from bottom to top, and the wall connecting rod of the fastener type steel pipe scaffold 1 is arranged following, and the wall connecting rod connection adopts fastener connection.

[0043] In order to increase the stability of the platform, the (longitudinal) scissors brace 2 is arranged at the two ends of the platform facade outside to reinforce, the scissors brace 2 is continuously arranged from bottom to top, and meanwhile, the horizontal inner pull wall connecting rod 3 is arranged on every level of the horse track along the longitudinal direction of the scaffold every two spans to prevent the fastener type steel pipe scaffold 1 from tilting outward and sliding downward as a whole.

[0044] The footboard 41 is a 5 cm thick wooden footboard, and the standard self-weight value thereof is 0.35 kN / m2, the footboard 41 is fully paved in the operation area, two rows of galvanized steel wire hoops 42 with a diameter of not less than 4 mm are arranged at the two ends, and two steel pipes 43 are pressed, and the first iron wire 44 is used for binding and fastening, and the footboard 41 extends out of the steel pipe 43 by 20 cm.

[0045] The outside of the scaffold board 41 is provided with a protective rail 51 and a foot plate 52, the height of the protective rail 51 is 1.2m, the height of the foot plate 52 should not be less than 180mm, the safety net 53 must be hung on the protective rail 51 and fastened with the second iron wire 54.

[0046] The gap between the edge of the laid scaffold board 41 and the slope surface is less than or equal to 30mm, the gap between the edge of the laid scaffold board 41 and the foot plate is less than or equal to 100mm, when the side edge of the scaffold board 41 is not close to the vertical rod 11, it should be fixed.

[0047] Before the drilling rig construction, the carrying capacity of the scaffold is calculated according to the total weight of the drilling rig multiplied by the coefficient of 1.3, the safety net is set in the drilling rig operation area and the temporary protective shed is erected to prevent the upper loose stones and sand from falling to ensure the safety of the construction equipment and personnel.

[0048] The provisions of the rod connection structure are as follows: the butt joints of the adjacent vertical rods 11 and horizontal rods of the fastener type steel pipe scaffold 1 on the left and right and above and below should be arranged in different frame grids, the joints of the adjacent vertical rods 11 are preferably arranged in different step distances, the distance from the adjacent horizontal rods should be less than 1 / 3 of the step distance, the joints of the adjacent horizontal rods above and below are preferably arranged in different longitudinal distances, the distance from the adjacent vertical rods should be less than 1 / 3 of the step distance, the lap joint length of the rod of the fastener type steel pipe scaffold 1 should be greater than or equal to 1.0m, the ligation of the lap joint part should not be less than 3, the spacing between the ligation points is less than or equal to 0.6m, the length of the rod end extending from the ligation point is greater than or equal to 0.1m, single vertical rod: when the single rod connection is used, the single vertical rod must be directly butt-jointed and two rotating fasteners are added on the vertical rod.

[0049] The general provisions of the rod fittings of the fastener type steel pipe scaffold 1 are as follows: the end cut of the steel pipe should be flat, the rod has no obvious deformation, crack and serious corrosion image, the fastener should match the pipe diameter of the rod, the performance thereof should meet the relevant standard provisions of the country, the unqualified, corroded and cracked fasteners are strictly prohibited, the scaffold rod fittings should meet the safety requirements and the connection with the scaffold main body structure frame rod is reliable.

[0050] The above is only the preferred specific embodiment of the present application, but the protection scope of the present application is not limited thereto, any person skilled in the art can make equivalent replacement or change according to the technical scheme and the utility model concept of the present application within the technical range disclosed by the present application, which should be covered in the protection scope of the present application.

Claims

1. A slope treatment operation platform, comprising a coupler-type steel pipe scaffold (1), scissor bracing (2), wall ties (3), a platform mechanism (4), and a protective mechanism (5), characterized in that, The coupler-type steel pipe scaffold (1) includes uprights (11), horizontal bars (12), longitudinal ground bars (13), transverse ground bars (14) and anchor pipes (15). The uprights (11), horizontal bars (12), longitudinal ground bars (13) and transverse ground bars (14) are all made of steel pipes. The connecting couplers on the coupler-type steel pipe scaffold (1) are standard couplers.

2. The slope treatment operation platform according to claim 1, characterized in that, Each of the uprights (11) is provided with a longitudinal sweeping rod (13) and a transverse sweeping rod (14) at the bottom, which are 20 centimeters away from the ground and are firmly connected to the uprights (11). Each of the longitudinal sweeping rods (13) is provided with an anchor pipe (15) at the bottom, which is fastened to the transverse sweeping rod (14).

3. The slope treatment operation platform according to claim 1, characterized in that, The wall ties of the fastener-type steel pipe scaffold (1) are made of 48mm×3.5mm steel pipes and are set up in a two-span configuration.

4. The slope treatment operation platform according to claim 1, characterized in that, The scissor bracing (2) includes a first support rod (21) and a second support rod (22). Two sets of longitudinal scissor bracing (2) are arranged at both ends of the outer side of the platform facade for reinforcement. The scissor bracing (2) is continuously arranged from bottom to top.

5. The slope treatment operation platform according to claim 1, characterized in that, The wall tie rod (3) is installed along the longitudinal direction of the coupler-type steel pipe scaffold (1) on each level of the walkway, with horizontal inner tie rods (3) installed every two spans to prevent the coupler-type steel pipe scaffold (1) from tilting outward and sliding down as a whole.

6. The slope treatment operation platform according to claim 1, characterized in that, The platform mechanism (4) includes a scaffold board (41), galvanized steel wire hoops (42), steel pipes (43) and a first wire (44). The scaffold board (41) is a five-centimeter-thick wooden scaffold board (41). The scaffold board (41) is fully laid in the operating area. Two galvanized steel wire hoops (42) with a diameter of not less than four millimeters are set at each end and pressed down with two steel pipes (43). It is tied firmly with the first wire (44). The scaffold board (41) extends twenty centimeters beyond the steel pipe.

7. The slope treatment operation platform according to claim 1, characterized in that, The protective mechanism (5) includes a guardrail (51), a toe board (52), a safety net (53), and a second wire (54). The outer side of the fastener-type steel pipe scaffold (1) is provided with a guardrail (51) and a toe board (52). The upper rail of the guardrail (51) is 1.2 meters high, and the height of the toe board (52) should not be less than 180 millimeters.

8. The slope treatment operation platform according to claim 7, characterized in that, A safety net (53) is installed on the guardrail (51), and the safety net (53) is secured to the guardrail (51) by a second wire (54).

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