Totally-closed sand accumulation prevention steel springboard
By setting drainage holes and side holes on the steel scaffolding to solve the problem of rainwater accumulation, and by using a sliding cylinder and a limit clamp to solve the problem of hook slippage, the anti-slip effect and the stability of the work platform are improved.
Patent Information
- Application Number
- CN202520308728.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-02-25
- Publication Date
- 2026-02-10
- Estimated Expiration
- 2035-02-25
AI Technical Summary
Rainwater accumulating above existing steel scaffolding planks is difficult to manage, affecting the anti-slip effect. At the same time, the hooks are prone to slipping on the scaffolding, causing the steel scaffolding planks to shift laterally.
Drainage holes and side holes are provided on the steel scaffold plank body to prevent rainwater from accumulating. Stable connection is achieved through the cooperation of sliding cylinder, sliding column and limit clamp, using hooks and screw holes to prevent the steel scaffold plank from swaying on the scaffold.
It effectively prevents rainwater from accumulating, improves the anti-slip effect, and prevents the steel planks from shifting laterally on the scaffold, thus enhancing the stability of the work platform.
Smart Images
Figure CN223893773U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of construction scaffolding technology, specifically a fully enclosed anti-sand-accumulation steel scaffolding. Background Technology
[0002] Existing steel scaffolding platforms have difficulty managing the rainwater that accumulates near the top and sides. During actual operation, the accumulated rainwater affects the anti-slip effect of the platform. In addition, steel scaffolding platforms are usually connected to scaffolding via hooks at both ends. During use, the hooks are prone to slipping on the scaffolding, causing the steel scaffolding platform to shift laterally, thus affecting the stability of the work platform. To address these issues, the inventors have proposed a fully enclosed anti-sand-accumulation steel scaffolding platform. Utility Model Content
[0003] To address the problem of rainwater accumulating near the sides of the top of a steel scaffold plank, which is difficult to manage and affects the plank's anti-slip properties, and the issue of hooks slipping on the scaffold, causing the steel scaffold plank to shift laterally, this utility model aims to provide a fully enclosed anti-sand-accumulation steel scaffold plank.
[0004] To solve the above technical problems, the present invention adopts the following technical solution: a fully enclosed anti-sand-accumulation steel scaffolding, comprising a steel scaffolding body, two sets of side holes symmetrically opened at the top center of both sides of the steel scaffolding body, two sets of drainage holes symmetrically opened at the center of the interior of the steel scaffolding body, mounting plates symmetrically and fixedly connected at both sides of the steel scaffolding body and near the two side corners, and sliding cylinders symmetrically and detachably connected at the side ends of the two sets of mounting plates away from the drainage holes, with sliding columns slidably inserted at the side ends of the sliding cylinders, and limit clamps fixedly connected at the side ends of the sliding columns away from the mounting plates.
[0005] Preferably, the limiting clamp is semi-circular in shape, and hook bodies are symmetrically fixedly connected to both ends of the steel scaffold body away from the side holes and near the center.
[0006] Preferably, two sets of reinforcing ribs are symmetrically fixedly connected inside the steel scaffold body near both sides, and several reinforcing ribs are fixedly connected to the bottom end of the steel scaffold body, and the several reinforcing ribs are evenly distributed.
[0007] Preferably, two sets of limiting blocks are symmetrically fixedly connected to the top of the steel scaffold body and near the center of both sides. Limiting grooves are opened at the bottom of the steel scaffold body and at the same level as the limiting blocks, and the limiting grooves are adapted to the limiting blocks.
[0008] Preferably, the outer ring of the sliding column has several screw holes one, and the outer ring of the sliding cylinder has several screw holes two at the same level as the screw holes one.
[0009] Compared with the prior art, the utility model has the advantages of
[0010] 1、 the utility model discloses a leak hole and side hole are set up to prevent the sand accumulation on the upper of steel jump board body and the phenomenon of rainwater gathering on the upper of steel jump board body, and then solve the problem that the rainwater gathered on the upper of steel jump board body near both sides is difficult to handle, and the antiskid effect of the board body is influenced.
[0011] 2、 the utility model discloses two groups of hook bodies are set up, and then under the cooperation of sliding cylinder and sliding column and spacing clamp, screw hole one and screw hole two, the steel jump board body is prevented from shaking left and right on the scaffold, and then solve the problem that the hook is easy to slip on the scaffold, and the steel jump board appears lateral deviation. DRAWINGS
[0012] In order to more clearly illustrate the technical scheme in the embodiment of the utility model or prior art, the following will briefly introduce the drawing needed to be used in the embodiment or prior art description, and obviously, the drawing in the following description is only some embodiments of the utility model, and for those skilled in the art, other drawings can also be obtained without creative labor under the premise of the drawings.
[0013] Figure 1 It is the whole structure schematic diagram of the utility model.
[0014] Figure 2 It is the steel jump board body sectional structure schematic diagram of the utility model.
[0015] Figure 3 It is the utility model Figure 1 The enlarged structure schematic diagram of A place in the utility model.
[0016] In the drawing: 1, steel jump board body;11, leak hole;12, spacing block;13, side hole;14, reinforcing rib one;15, reinforcing rib two;16, spacing groove;2, hook body;3, mounting plate;31, sliding cylinder;32, sliding column;33, spacing clamp;34, screw hole one;35, screw hole two. CONCRETE IMPLEMENTING METHOD
[0017] The technical scheme in the embodiment of the utility model will be clearly and completely described in the following by combining the drawings in the embodiment of the utility model, and obviously, the described embodiment is only a part of the embodiment of the utility model, not all the embodiment. Based on the embodiment in the utility model, all other embodiments obtained by those skilled in the art without creative labor belong to the protection scope of the utility model.
[0018] Embodiment: as Figures 1-3As shown, this utility model provides a technical solution: a fully enclosed anti-sand-accumulation steel scaffold, including a steel scaffold body 1. Two sets of side holes 13 are symmetrically opened on both sides of the steel scaffold body 1 near the top center. Two sets of drainage holes 11 are symmetrically opened inside the steel scaffold body 1 near the center. Mounting plates 3 are symmetrically fixedly connected to both sides of the steel scaffold body 1 near the two side corners. Sliding cylinders 31 are symmetrically and detachably connected to the side ends of the two sets of mounting plates 3 away from the drainage holes 11. Sliding columns 32 are slidably inserted into the side ends of the sliding cylinders 31. Limiting clamps 33 are fixedly connected to the side ends of the sliding columns 32 away from the mounting plates 3.
[0019] The limiting clamp 33 is semi-circular in shape.
[0020] By adopting the above technical solution, the limiting clamp 33 is set to a semi-circular shape so that it can be easily locked onto the scaffold, thereby allowing the steel plank body 1 to move left and right.
[0021] Hook bodies 2 are symmetrically fixedly connected to the two ends of the steel scaffold body 1 away from the side holes 13 and close to the center.
[0022] By adopting the above technical solution, two hook bodies 2 are set on both sides of the steel scaffolding body 1 in order to place this device on the scaffolding.
[0023] The steel scaffold body 1 has two sets of reinforcing ribs 14 that are symmetrically fixed and connected near both sides inside.
[0024] By adopting the above technical solution, two sets of reinforcing ribs 14 are set inside the steel scaffold body 1 to work with the reinforcing ribs 15 to improve the service life of the steel scaffold body 1.
[0025] The bottom end of the steel scaffold body 1 is fixedly connected with several reinforcing ribs 2 15, and the several reinforcing ribs 2 15 are evenly distributed.
[0026] By adopting the above technical solution, several reinforcing ribs 15 are set at the bottom of the steel scaffold body 1 in order to work with the reinforcing ribs 14 to improve the service life of the steel scaffold body 1.
[0027] Two sets of limiting blocks 12 are symmetrically fixedly connected to the top of the steel scaffold body 1 and near the center of both sides.
[0028] By adopting the above technical solution, a limiting block 12 is set at the top of the steel scaffold body 1 to facilitate the collection and stacking of multiple steel scaffold bodies 1 during collection.
[0029] Limiting grooves 16 are provided at the bottom of the steel scaffold body 1 and at the same level as the limiting block 12, and the limiting grooves 16 are adapted to the limiting block 12.
[0030] By adopting the above technical solution, a limiting groove 16 is opened at the bottom of the steel scaffold body 1 in order to cooperate with the limiting block 12 to realize the collection and stacking of the steel scaffold body 1.
[0031] The outer ring of the sliding column 32 has several screw holes 34, and the outer ring of the sliding cylinder 31 has several screw holes 35 at the same level as the screw holes 34.
[0032] By adopting the above technical solution, the screw hole 34 in the sliding column 32 and the screw hole 35 in the sliding cylinder 31 are provided to cooperate with the bolt to achieve the limiting effect.
[0033] Working principle: The reinforcing ribs 14 and 15 in this device are designed to improve the service life of the steel scaffold body 1. The two sets of limiting blocks 12 at the top of the steel scaffold body 1 and the limiting groove 16 at the bottom facilitate the accumulation of the steel scaffold body 1 during collection. The drainage holes 11 and side holes 13 are designed to prevent the accumulation of sand and rainwater on the top of the steel scaffold body 1. This solves the problem that the rainwater accumulating on the top of the steel scaffold body near the sides is difficult to handle and will affect the anti-slip effect of the board.
[0034] By setting two sets of hook bodies 2, the steel plank body 1 can be placed on the scaffold. Then, the sliding column 32 inside the sliding cylinder 31 is moved so that the limiting clamp 33 abuts against the scaffold. Then, by rotating the bolt and cooperating with the screw hole 1 34 and screw hole 2 35, the limiting effect between the sliding column 32 and the sliding cylinder 31 is achieved, thereby preventing the steel plank body 1 from swaying left and right on the scaffold. This solves the problem that the hook is easy to slip on the scaffold, causing the steel plank to shift laterally.
[0035] Obviously, those skilled in the art can make various modifications and variations to this utility model without departing from its spirit and scope. Therefore, if these modifications and variations fall within the scope of the claims of this utility model and their equivalents, this utility model also intends to include these modifications and variations.
Claims
1. A fully enclosed anti-sand-accumulation steel scaffolding, comprising a steel scaffolding body (1), characterized in that: Two sets of side holes (13) are symmetrically opened on both sides of the steel scaffold body (1) near the top center. Two sets of drainage holes (11) are symmetrically opened inside the steel scaffold body (1) near the center. Mounting plates (3) are symmetrically fixedly connected to both sides of the steel scaffold body (1) near the two corners. Sliding cylinders (31) are symmetrically and detachably connected to the side of the two sets of mounting plates (3) away from the drainage holes (11). Sliding columns (32) are slidably inserted into the side of the sliding cylinders (31). Limiting clamps (33) are fixedly connected to the side of the sliding columns (32) away from the mounting plates (3).
2. The fully enclosed anti-sand-accumulation steel scaffolding as described in claim 1, characterized in that, The limiting clamp (33) is semi-circular in shape.
3. The fully enclosed anti-sand-accumulation steel scaffolding as described in claim 1, characterized in that, The steel scaffold body (1) is symmetrically fixedly connected to hook bodies (2) at both ends away from the side holes (13) and close to the center.
4. The fully enclosed anti-sand-accumulation steel scaffolding as described in claim 1, characterized in that, The steel scaffold body (1) has two sets of reinforcing ribs (14) symmetrically fixedly connected inside near both sides.
5. The fully enclosed anti-sand-accumulation steel scaffolding as described in claim 1, characterized in that, The bottom end of the steel scaffold body (1) is fixedly connected with several reinforcing ribs (15), and the several reinforcing ribs (15) are evenly distributed.
6. The fully enclosed anti-sand-accumulation steel scaffolding as described in claim 1, characterized in that, Two sets of limiting blocks (12) are symmetrically fixedly connected to the top of the steel scaffold body (1) and near the center of both sides.
7. The fully enclosed anti-sand-accumulation steel scaffolding as described in claim 6, characterized in that, The bottom of the steel scaffold body (1) and the limiting block (12) are provided with limiting grooves (16), and the limiting grooves (16) are adapted to the limiting block (12).
8. The fully enclosed anti-sand-accumulation steel scaffolding as described in claim 1, characterized in that, The outer ring of the sliding column (32) has several screw holes (34), and the outer ring of the sliding cylinder (31) has several screw holes (35) at the same level as the screw holes (34).