Slope platform anti-slip scaffold
The design of the anti-slip scaffolding on the slope platform solves the problem of time-consuming and labor-intensive erection of a full-height scaffold on the traditional slope surface, and realizes fast and easy scaffolding erection, which is suitable for slope surface construction.
Patent Information
- Application Number
- CN202422895517.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-11-26
- Publication Date
- 2025-10-21
- Estimated Expiration
- 2034-11-26
AI Technical Summary
Traditionally, when erecting a full-height scaffold on a slope, it is necessary to design wooden wedges and chisel the surface on site, which is time-consuming, labor-intensive and inefficient.
The anti-slip scaffolding on the sloped platform is adopted. By installing a combination of beams, support plates, connecting rods and fixings, the scaffolding on the sloped surface can be quickly erected, avoiding the design of wooden wedges and chiseling on site.
It simplifies the construction process, improves the efficiency of scaffolding erection, is easy and convenient to operate, and is suitable for slope surface construction.
Smart Images
Figure CN223459103U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The present application relates to the technical field of scaffold support, in particular to a slope terrace anti-sliding scaffold. BACKGROUND
[0002] The scaffold is a working platform set up to ensure the smooth progress of various construction processes, which is usually composed of vertical rods, horizontal rods, diagonal rods and other accessories. It is mainly used in construction to provide temporary structures for workers to operate and place tools and materials. The scaffold can be divided according to different classification standards, for example, according to the setting position, it can be divided into external scaffolding and internal scaffolding, according to the material, it can be divided into wooden scaffolding, bamboo scaffolding and steel pipe scaffolding, and according to the structural form, it can be divided into vertical rod type scaffolding, bridge type scaffolding and door type scaffolding.
[0003] In the process of engineering construction, it is often necessary to set up full-frame supports on the slope surface. However, when setting up full-frame supports on the slope surface in the traditional way, wooden wedges need to be added to the bottom of the scaffold or the slope surface needs to be chiseled in advance. However, the inclination angles of the slope surfaces at different construction locations may not be the same, so wooden wedges need to be designed on site. This not only wastes time and effort, but also is inefficient. In addition, chiseling the slope surface is also time-consuming and laborious, and inefficient, which has shortcomings. CONTENT OF THE INVENTION
[0004] In order to improve the inconvenience of setting up the scaffold on the slope surface, the present application provides a slope terrace anti-sliding scaffold.
[0005] The slope terrace anti-sliding scaffold provided by the present application adopts the following technical scheme:
[0006] A slope terrace anti-sliding scaffold, comprising a scaffold and a mounting beam plate, the mounting beam plate is arranged on the slope surface, a support plate is slidably arranged on the mounting beam plate, a connecting rod is rotatably arranged on the support plate, a connecting piece is arranged between the connecting rod and the vertical rod on the scaffold, the connecting piece is used to connect the connecting rod and the vertical rod on the scaffold, an angle control device is arranged between the connecting rod and the support plate, the angle control device is used to keep the connecting rod vertical, and a fixing piece is arranged between the support plate and the mounting beam plate, the fixing piece is used to fix the support plate on the mounting beam plate.
[0007] By adopting the technical scheme, the construction personnel first fix the installation beam plate along the inclined direction of the slope surface, then fix the support plate at the designed position on the installation beam plate through the fixing member, then keep the connecting rod in a vertical state through the angle control member, and finally connect the connecting rod with the upright pole of the scaffold through the connecting member, so that the effect of erecting the scaffold on the slope surface is finally realized, the process does not need to design wooden wedges on site, and the slope surface does not need to be chiseled and flattened, the operation is simple and convenient, and the efficiency of the construction personnel in erecting the scaffold is improved.
[0008] Optionally, the length direction of the installation beam plate is parallel to the inclined direction of the slope surface, a plurality of anchor screws are arranged on the installation beam plate, the plurality of anchor screws are arranged along the length direction of the installation beam plate, the anchor screws are pre-buried on the slope surface, and anchor nuts are threadedly connected to the anchor screws, and the anchor nuts are used to press the installation beam plate against the slope surface.
[0009] By adopting the technical scheme, the construction personnel first pre-bury the anchor screws on the slope surface, then sleeve the installation beam plate on the anchor screws, and then tighten the anchor nuts, so that the installation beam plate is pressed against the slope surface, and the operation is simple and convenient.
[0010] Optionally, the support plate is provided with a anti-disengagement plate on each side along the length direction of the installation beam plate, and hook plates are symmetrically arranged on the two sides of the installation beam plate along the length direction, the anti-disengagement plate and the hook plate are both L-shaped in cross section, and the anti-disengagement plate is hooked on the hook plate.
[0011] By adopting the technical scheme, the support plate is limited by the anti-disengagement plate and the hook plate, so that the support plate cannot disengage from the installation beam plate during the sliding process along the length direction of the installation beam plate, and the position of the support plate is conveniently adjusted.
[0012] Optionally, the fixing member includes a rack arranged on the installation beam plate, the rack is located between the two hook plates, the length direction of the rack is parallel to the length direction of the installation beam plate, a fixing bolt is threadedly connected to the support plate, a fixing tooth block is rotatably connected to the fixing bolt, the two sides of the fixing tooth block abut against the hook plates, and the fixing tooth block is used to be clamped in the tooth gap of the rack.
[0013] By adopting the technical scheme, when the support plate slides to the designed position on the installation beam plate, the construction personnel rotate the fixing bolt in the forward direction, the fixing bolt pushes the fixing tooth block to be clamped in the tooth gap of the rack under the limitation of the hook plate on the fixing tooth block, so as to prevent the support plate from continuing to move, and the fixing effect of the support plate is realized.
[0014] Optionally, the connecting rod is externally provided with external threads, the angle control device comprises a fixing plate arranged on the support plate, an angle shaft is rotatably arranged on the fixing plate, the connecting rod is arranged on the angle shaft, an angle tooth ring is arranged on the fixing plate, the angle tooth ring is coaxially arranged on the angle shaft, an abutting ring is coaxially and slidingly arranged on the connecting rod, locking teeth are arranged on the abutting ring, the locking teeth are used for being clamped in the tooth gaps of the angle tooth ring, and a locking nut is threadedly connected to the connecting rod on the side of the abutting ring away from the locking teeth.
[0015] By adopting the above technical scheme, when the position of the support plate is fixed, the construction personnel rotates the connecting rod, the connecting rod drives the angle shaft to rotate around the axis of the angle shaft, until the connecting rod is in a vertical state, and then the construction personnel tightens the locking nut, the locking nut presses the abutting ring, the abutting ring drives the locking teeth to be clamped in the tooth gaps of the angle tooth ring, so that the connecting rod is kept in a vertical state.
[0016] Optionally, the connecting member comprises an adjusting nut threadedly connected to the connecting rod, a stand on the scaffold is slidingly arranged on the connecting rod, and a bearing ring is arranged between the adjusting nut and the stand on the scaffold, the adjusting nut is used for abutting the bearing ring against the end of the stand of the scaffold.
[0017] By adopting the above technical scheme, when the connecting rod is in a vertical state, the construction personnel coaxially arranges the stand on the scaffold on the connecting rod, and then the construction personnel adjusts the vertical height of the stand by rotating the adjusting nut, so as to facilitate the fixation of horizontal rods and inclined rods between different stands.
[0018] Optionally, a level block is arranged on the angle shaft, and a level is arranged on the level block.
[0019] By adopting the above technical scheme, the construction personnel can conveniently adjust the connecting rod and keep the connecting rod in a vertical state.
[0020] Optionally, a wooden plate is arranged between the mounting beam plate and the inclined surface, and the anchoring screw rod penetrates through the wooden plate.
[0021] By adopting the above technical scheme, the wooden plate has a certain degree of deformation capability, which is beneficial to improving the fixation effect between the mounting beam plate and the inclined surface.
[0022] In summary, the present application has at least one of the following beneficial technical effects:
[0023] 1. The construction personnel first fix the installation beam plate along the inclined direction of the slope surface, then fix the support plate at the designed position on the installation beam plate through the fixing part, then keep the connecting rod vertical through the angle control part, and finally connect the connecting rod with the vertical rod of the scaffold through the connecting part, so that the scaffold on the slope surface is finally erected, the process does not need to design wooden wedge on site, and the slope surface does not need to be chiseled, so that the operation is simple and convenient, and the efficiency of the construction personnel in erecting the scaffold is improved;
[0024] 2. When the support plate slides to the designed position on the installation beam plate, the construction personnel rotate the fixing bolt in the positive direction, the fixing bolt pushes the fixing tooth block to be clamped in the tooth gap of the rack under the limitation of the hook plate, so that the movement of the support plate is prevented, and the fixing effect of the support plate is achieved.
[0025] 3. When the position of the support plate is fixed, the construction personnel rotates the connecting rod, the connecting rod drives the angle shaft to rotate around the axis of the angle shaft until the connecting rod is vertical, then the construction personnel tightens the locking nut, the locking nut presses the abutment ring, the abutment ring drives the locking tooth to be clamped in the tooth gap of the angle tooth ring, so that the connecting rod is kept vertical. BRIEF DESCRIPTION OF DRAWINGS
[0026] Figure 1 is a structural schematic diagram of the embodiment of the application.
[0027] Figure 2 is Figure 1 is an enlarged view of part A in
[0028] Figure 3 is a sectional view of the position relationship among the rack, the fixing tooth block and the fixing bolt in the embodiment of the application.
[0029] Mark 1, slope surface; 2, scaffold; 3, installation beam plate; 4, support plate; 5, connecting rod; 6, connecting part; 61, adjusting nut; 62, bearing ring; 7, angle control part; 71, fixing plate; 72, angle shaft; 73, angle tooth ring; 74, abutment ring; 75, locking tooth; 76, locking nut; 8, fixing part; 81, rack; 82, fixing bolt; 83, fixing tooth block; 9, anchoring screw; 10, anchoring nut; 11, anti-dropping plate; 12, hook plate; 13, external thread; 14, horizontal block; 15, level; 16, wooden plate. DETAILED DESCRIPTION
[0030] The application is described in detail below with reference to the accompanying drawings. Figures 1-3 The application is described in detail below with reference to the accompanying drawings.
[0031] The embodiment of the application discloses a slope surface terrace anti-sliding scaffold.
[0032] Reference Figure 1The application discloses a slope terrace anti-sliding scaffold which comprises a scaffold 2 and a mounting beam plate 3 arranged on a slope surface 1, wherein a wood plate 16 is arranged between the mounting beam plate 3 and the slope surface 1, and the length direction of the mounting beam plate 3 is parallel to the inclination direction of the slope surface 1.
[0033] With reference to Figure 1 and Figure 2 , a plurality of anchor screws 9 are arranged on the mounting beam plate 3, the anchor screws 9 are arranged along the length direction of the mounting beam plate 3, the anchor screws 9 pass through the wood plate 16, the anchor screws 9 are pre-buried on the slope surface 1, anchor nuts 10 are threadedly connected to the anchor screws 9, the anchor nuts 10 are used for pressing the mounting beam plate 3 on the slope surface 1, and a support plate 4 is slidingly arranged on the mounting beam plate 3.
[0034] With reference to Figure 1 and Figure 2 , anti-disengagement plates 11 are welded on both sides of the length direction of the support plate 4, hook plates 12 are symmetrically welded on both sides of the length direction of the mounting beam plate 3, and a spacing exists between the two hook plates 12, the cross sections of the anti-disengagement plates 11 and the hook plates 12 are all L-shaped, and the anti-disengagement plates 11 are hooked on the hook plates 12.
[0035] Firstly, a construction worker places the mounting beam plate 3 on the slope surface 1 according to the position of the designed scaffold 2, then pre-burys the anchor screws 9 on the slope surface 1 according to the position of the mounting beam plate 3, then puts the wood plate 16 and the mounting beam plate 3 on the anchor screws 9, and finally tightens the anchor nuts 10, so that the mounting beam plate 3 is pressed and fixed on the slope surface 1.
[0036] With reference to Figure 1 , Figure 2 and Figure 3 , a fixing piece 8 is arranged between the support plate 4 and the mounting beam plate 3, the fixing piece 8 is used for fixing the support plate 4 on the mounting beam plate 3, the fixing piece 8 comprises a rack 81 welded on the mounting beam plate 3, the rack 81 is located between the two hook plates 12, the length direction of the rack 81 is parallel to the length direction of the mounting beam plate 3, a fixing bolt 82 is threadedly connected to the support plate 4, a fixing tooth block 83 is rotationally connected to the fixing bolt 82, the two sides of the fixing tooth block 83 are slidingly abutted by the hook plates 12, and the fixing tooth block 83 is used for being clamped in the tooth gaps of the rack 81.
[0037] A construction worker slides the support plate 4 to the designed position on the mounting beam plate 3, then tightens the fixing bolt 82, the fixing bolt 82 pushes the fixing tooth block 83 to be close to the rack 81 due to the fact that the two sides of the fixing tooth block 83 are abutted by the hook plates 12, and finally the fixing tooth block 83 is clamped in the tooth gaps of the rack 81, so that the fixing of the support plate 4 is realized.
[0038] With reference to Figure 1 , Figure 2 and Figure 3The angle control 7 is arranged between the connecting rod 5 and the support plate 4, and is used for keeping the connecting rod 5 vertical, the connecting rod 5 is externally provided with external threads 13, the angle control 7 comprises a fixed plate 71 welded on the support plate 4, the fixed plate 71 is rotationally connected with an angle shaft 72, the angle shaft 72 is welded with a horizontal block 14, and the horizontal block 14 is bolted with a level 15.
[0039] With reference to Figure 1 , Figure 2 and Figure 3 , the connecting rod 5 is welded on the angle shaft 72, the axis of the connecting rod 5 is perpendicular to the axis of the angle shaft 72, the fixed plate 71 is welded with an angle tooth ring 73, the angle tooth ring 73 is coaxially sleeved on the angle shaft 72, the connecting rod 5 is coaxially and slidingly sleeved with an abutting ring 74, the abutting ring 74 is welded with locking teeth 75, the locking teeth 75 are used for clamping in the tooth gap of the angle tooth ring 73, and the connecting rod 5 on the side, away from the locking teeth 75, of the abutting ring 74 is threadedly connected with a locking nut 76.
[0040] When the support plate 4 is fixed on the mounting beam plate 3, the construction personnel rotates the connecting rod 5, the connecting rod 5 drives the angle shaft 72 to rotate around the axis of the angle shaft 72, the angle shaft 72 drives the level 15 on the horizontal block 14 to synchronously rotate, until the level 15 displays horizontal, at this time, the connecting rod 5 is in a vertical state, then the construction personnel tightens the locking nut 76, the locking nut 76 presses downward the abutting ring 74, the abutting ring 74 drives the locking teeth 75 to approach the angle tooth ring 73, until the locking teeth 75 are clamped in the tooth gap of the angle tooth ring 73, so that the connecting rod 5 keeps in a vertical state.
[0041] With reference to Figure 1 , Figure 2 and Figure 3 , the support plate 4 is rotationally arranged with the connecting rod 5, the connecting rod 5 and the upright rod on the scaffold 2 are arranged with the connecting piece 6, the connecting piece 6 is used for connecting the connecting rod 5 with the upright rod on the scaffold 2, the connecting piece 6 comprises an adjusting nut 61 threadedly connected on the connecting rod 5, the upright rod on the scaffold 2 is slidingly sleeved on the connecting rod 5, a bearing ring 62 is sleeved on the connecting rod 5 between the adjusting nut 61 and the upright rod of the scaffold 2, and the adjusting nut 61 is used for abutting the bearing ring 62 against the end of the upright rod of the scaffold 2.
[0042] When the connecting rod 5 keeps vertical, the construction personnel coaxially sleeves the upright rod on the connecting rod 5, and then rotates the adjusting nut 61, so that the upright rods on the same horizontal support plate 4 on the slope surface 1 are at the same height, thereby facilitating the construction personnel to install the horizontal rods and the inclined rods between different upright rods.
[0043] The implementation principle of the slope terrace anti-sliding scaffold is as follows: first, the construction personnel place the installation beam plate 3 on the slope surface 1 according to the designed position of the scaffold 2, then embed the anchoring screw 9 on the slope surface 1 according to the position of the installation beam plate 3, then wrap the wood plate 16 and the installation beam plate 3 on the anchoring screw 9, and finally tighten the anchoring nut 10, so that the installation beam plate 3 is tightly fixed on the slope surface 1.
[0044] The construction personnel slide the support plate 4 to the designed position on the installation beam plate 3, and then tighten the fixing bolt 82, since the two sides of the fixing tooth block 83 are abutted by the hook plate 12, the fixing bolt 82 pushes the fixing tooth block 83 to be close to the rack 81, until the fixing tooth block 83 is clamped in the tooth gap of the rack 81, so that the fixing of the support plate 4 is realized.
[0045] When the support plate 4 is fixed on the installation beam plate 3, the construction personnel rotates the connecting rod 5, the connecting rod 5 drives the angle shaft 72 to rotate around the axis of the angle shaft 72, the angle shaft 72 drives the level 15 on the horizontal block 14 to rotate synchronously, until the level 15 displays level, at this time, the connecting rod 5 is in vertical state, then the construction personnel tightens the locking nut 76, the locking nut 76 presses the abutment ring 74, the abutment ring 74 drives the locking tooth 75 to be close to the angle tooth ring 73, until the locking tooth 75 is clamped in the tooth gap of the angle tooth ring 73, so that the connecting rod 5 maintains the vertical state.
[0046] When the connecting rod 5 maintains the vertical state, the construction personnel coaxially wraps the vertical rod on the connecting rod 5, and then rotates the adjusting nut 61, so that the vertical rods on the same horizontal support plate 4 on the slope surface 1 are at the same height, so as to facilitate the construction personnel to install the horizontal rods and the inclined rods between different vertical rods.
[0047] The above are the preferred embodiments of the present application, which do not limit the protection scope of the present application, therefore: any equivalent changes made on the structure, shape, principle of the present application shall be covered in the protection scope of the present application.
Claims
1. A slope terrace anti-sliding scaffold, characterized in that: The utility model provides a kind of slope support structure, including scaffold (2) and installation beam plate (3), the installation beam plate (3) is arranged on slope surface (1), support plate (4) is slidably arranged on the installation beam plate (3), connecting rod (5) is rotatably arranged on the support plate (4), connecting piece (6) is arranged between the connecting rod (5) and the vertical pole on the scaffold (2), the connecting piece (6) is used for the connecting rod (5) and the vertical pole on the scaffold (2) connection, angle control (7) is arranged between the connecting rod (5) and the support plate (4), the angle control (7) is used to make the connecting rod (5) keep vertical, fixed piece (8) is arranged between the support plate (4) and the installation beam plate (3), and the fixed piece (8) is used to fix the support plate (4) on the installation beam plate (3).
2. The slope terrace anti-slide scaffold of claim 1, wherein: The length direction of the installation beam plate (3) is parallel to the inclination direction of the slope surface (1), a plurality of anchor screws (9) are provided on the installation beam plate (3), the plurality of anchor screws (9) are arranged along the length direction of the installation beam plate (3), the anchor screws (9) are embedded in the slope surface (1), and anchor nuts (10) are threadedly connected to the anchor screws (9), so that the installation beam plate (3) is pressed against the slope surface (1).
3. The slope terrace anti-slide scaffold of claim 1, wherein: The support plate (4) is provided with anti-disengagement plates (11) on both sides along the length direction of the installation beam plate (3), the installation beam plate (3) is provided with hook plates (12) on both sides along the length direction symmetrically, the anti-disengagement plates (11) and the hook plates (12) are both L-shaped in cross section, and the anti-disengagement plates (11) are hooked on the hook plates (12).
4. The anti-slide scaffold of sloping ground according to claim 3, characterized in that: The fixed piece (8) includes a rack (81) provided on the installation beam plate (3), the rack (81) is located between the two hook plates (12), the length direction of the rack (81) is parallel to the length direction of the installation beam plate (3), a fixing bolt (82) is threadedly connected to the support plate (4), a fixing tooth block (83) is rotatably connected to the fixing bolt (82), the two sides of the fixing tooth block (83) abut against the hook plates (12), and the fixing tooth block (83) is used for being clamped in the tooth gap of the rack (81).
5. A slope terrace anti-sliding scaffold according to claim 4, characterized in that: The connecting rod (5) is externally provided with external threads (13), the angle control (7) includes a fixing plate (71) provided on the support plate (4), an angle shaft (72) is rotatably provided on the fixing plate (71), the connecting rod (5) is arranged on the angle shaft (72), an angle tooth ring (73) is provided on the fixing plate (71), the angle tooth ring (73) is coaxially arranged on the angle shaft (72), an abutment ring (74) is coaxially and slidably arranged on the connecting rod (5), locking teeth (75) are provided on the abutment ring (74), the locking teeth (75) are used for being clamped in the tooth gap of the angle tooth ring (73), and a locking nut (76) is threadedly connected to the connecting rod (5) on the side, away from the locking teeth (75), of the abutment ring (74).
6. A slope terrace anti-sliding scaffold according to claim 5, characterized in that: The connecting piece (6) comprises an adjusting nut (61) screwed on the connecting rod (5), a vertical rod on the scaffold (2) is sleeved on the connecting rod (5), a bearing ring (62) is arranged between the adjusting nut (61) and the vertical rod on the scaffold (2), and the adjusting nut (61) is used for abutting the bearing ring (62) against the end of the vertical rod of the scaffold (2).
7. The anti-slide scaffold of sloping ground according to claim 5, characterized in that: A horizontal block (14) is arranged on the angle shaft (72), and a level (15) is arranged on the horizontal block (14).
8. The anti-slide scaffold of sloping ground terrace according to claim 2, characterized in that: A wood board (16) is arranged between the mounting beam plate (3) and the slope surface (1), and the anchoring screw rod (9) penetrates through the wood board (16).