Steel pipe vertical rod with scaffold stability monitoring data

Abstract

The utility model discloses a steel pipe vertical rod with a scaffold stability data monitoring function, which relates to the technical field of steel pipe vertical rods and comprises a steel pipe vertical rod, a sliding block is sleeved on the outer wall of the steel pipe vertical rod and is in sliding connection with the outer wall of the steel pipe vertical rod, and a transverse plate extending towards two sides is fixedly connected on the outer wall of the sliding block. The end portions of the two sides of the transverse plate are provided with connecting shafts installed on the end face of the inner side of the transverse plate, the connecting shafts are rotationally connected with the end face of the transverse plate, the end portions of the connecting shafts are fixedly connected with clamping plates, and inclination monitors are installed on the outer walls of the clamping plates. According to the utility model, by arranging the inclination monitor, the stability of the scaffold can be monitored in real time, so that a monitoring neutral position is avoided, and the use safety of the scaffold can be well ensured.

Description

TECHNICAL FIELD

[0001] The utility model relates to steel pipe vertical pole technical field, specifically is a kind of steel pipe vertical pole with monitoring scaffold stable data. BACKGROUND

[0002] Scaffold is the temporary building tool that construction site is set up for worker operation and solves vertical and horizontal transport, it is mainly used in outer wall, interior decoration or layer height higher place where direct construction is impossible, mainly for construction personnel to work up and down or peripheral safety net maintenance and high-altitude installation component etc.;Scaffold is the indispensable equipment in building construction, in order to ensure construction safety, scaffold must be monitored, and the corresponding measures are taken in time to find problems.

[0003] In prior art, the monitoring of scaffold is carried out by patrol personnel regularly, however, scaffold may have problems in the interval between two patrols, thereby causing safety accidents, therefore, the utility model provides a kind of steel pipe vertical pole with monitoring scaffold stable data, which can monitor scaffold in real time. UTILITY MODEL CONTENT

[0004] Therefore, the utility model aims at providing a kind of steel pipe vertical pole with monitoring scaffold stable data to solve the technical problems mentioned in the above background.

[0005] To achieve the above-mentioned purpose, the utility model provides the following technical scheme: a kind of steel pipe vertical pole with monitoring scaffold stable data, including steel pipe vertical pole, the outer wall of steel pipe vertical pole is sleeved with sliding block, and sliding block and steel pipe vertical pole outer wall slidingly connect, the outer wall of sliding block is fixedly connected with the lateral plate extending to two sides, and the both sides end of lateral plate is provided with the connecting shaft installed in the inner side end face of lateral plate, and the connecting shaft is rotatably connected with the end face of lateral plate, the end of connecting shaft is fixedly connected with clamping plate, and the outer wall of clamping plate is installed with inclination monitor.

[0006] By adopting the above technical scheme, the stability of scaffold can be monitored in real time, so that there is no monitoring idle gear, and the use safety of scaffold can be well ensured.

[0007] The utility model is further provided with the inclination monitor being electrically connected with alarm through single-chip microcomputer, and the alarm is arranged at construction monitoring center.

[0008] By adopting the above technical scheme, the effect of real-time monitoring of scaffold stability is achieved.

[0009] The utility model is further provided with the outer wall of steel pipe vertical pole being provided with clamping groove, the inside of sliding block being provided with through hole penetrating sliding block, and the inner wall of sliding block being provided with clamping block matched with clamping groove.

[0010] By adopting the above technical scheme, the effect of assisting the movement of the sliding block is achieved.

[0011] The utility model further sets up, the outer wall of horizontal board is equipped with reset spring, and the end of reset spring is connected with the inner wall of horizontal board.

[0012] By adopting the above technical scheme, the effect of assisting the reset of the horizontal board is achieved.

[0013] The utility model further sets up, the inner wall of horizontal board is still fixedly connected with connecting rod, and connecting rod extends to the inside of sliding block and is connected with the inner wall of sliding block and slides, the end of connecting rod is installed in the inner wall of sliding block and is equipped with extruding gasket, and extruding gasket is connected with the inner wall of sliding block and slides, the opening is set up between two groups of clamping blocks, and the size of opening is adapted to the size of extruding gasket.

[0014] By adopting the above technical scheme, the limiting effect of sliding block 3 is achieved.

[0015] In summary, the utility model mainly has the following beneficial effects:

[0016] 1、 The utility model discloses a gradient monitor, first, installs the steel pipe vertical pole in the suitable position, can install the gradient monitor then, specifically, pulls the horizontal board to the outside, then moves the sliding block, and the horizontal board moves and will drive the clamping plate to move, until moving to the position where the gradient monitor is installed, can, then, the tension of horizontal board is loosened, at this time, the horizontal board will reset under the action of reset spring, therefore, two sets of clamping plates will also be clamped on the outer wall of scaffold, and then the installation of gradient monitor is completed, at this time, the gradient monitor can monitor the scaffold stability data in real time, when the scaffold is inclined, it will drive the gradient monitor to incline synchronously, when the gradient of gradient monitor is greater than the set threshold, it will alarm through the singlechip control alarm, so as to warn the construction personnel to repair the scaffold in time, realize the real-time monitoring protection effect of scaffold.

[0017] 2、 The utility model discloses a connecting rod, when pulling the horizontal board to the outside, the horizontal board will drive the connecting rod to move to the outside synchronously, and the movement of connecting rod will drive extruding gasket to move out from the outer wall of steel pipe vertical pole, so as to release the limiting state between sliding block and steel pipe vertical pole, therefore, the sliding block can move, when the horizontal board resets, the connecting rod will also reset and push extruding gasket to move to the outer wall of steel pipe vertical pole, at this time, the limiting of sliding block and steel pipe vertical pole is realized, the stability of sliding block is guaranteed, the installation stability of gradient monitor is guaranteed, and the effect of facilitating the movement of sliding block is also achieved. DRAWINGS

[0018] Figure 1This is a schematic diagram of the overall structure of this utility model;

[0019] Figure 2 This is a schematic diagram of the unfolded state of this utility model;

[0020] Figure 3 This is a schematic diagram of the installation of the reset spring of this utility model;

[0021] Figure 4 This is a schematic diagram of the internal structure of the slider of this utility model.

[0022] In the diagram: 1. Steel pipe upright; 2. Slot; 3. Slider; 4. Horizontal plate; 5. Clamping plate; 6. Connecting shaft; 7. Inclination monitor; 8. Return spring; 9. Through hole; 10. Clamping block; 11. Connecting rod; 12. Extrusion pad. Detailed Implementation

[0023] The technical solutions of the present invention will be clearly and completely described below with reference to the accompanying drawings. The embodiments described below with reference to the accompanying drawings are exemplary and are only used to explain the present invention, and should not be construed as limiting the present invention.

[0024] The embodiments of this utility model will be described below based on its overall structure.

[0025] A type of steel pipe upright equipped with data monitoring scaffold stability, such as Figures 1-4 As shown, it includes a steel pipe upright 1, a slider 3 is sleeved on the outer wall of the steel pipe upright 1, and the slider 3 is slidably connected to the outer wall of the steel pipe upright 1. A horizontal plate 4 extending to both sides is fixedly connected to the outer wall of the slider 3, and a connecting shaft 6 installed on the inner end face of the horizontal plate 4 is provided at both ends of the horizontal plate 4. The connecting shaft 6 is rotatably connected to the end face of the horizontal plate 4. A clamping plate 5 is fixedly connected to the end of the connecting shaft 6, and an inclination monitoring instrument 7 is installed on the outer wall of the clamping plate 5.

[0026] Furthermore, in this embodiment, the tilt monitoring instrument 7 is electrically connected to the alarm via a microcontroller, and the alarm is located at the construction monitoring center.

[0027] Please see Figures 3-4 The outer wall of the steel pipe pole 1 is provided with a slot 2, and the inside of the slider 3 is provided with a through hole 9 that passes through the slider 3. The inner wall of the slider 3 is provided with a locking block 10 that matches the slot 2, so as to assist the movement of the slider 3.

[0028] Please see Figures 3-4 A reset spring 8 is installed on the outer wall of the horizontal plate 4, and the end of the reset spring 8 is connected to the inner wall of the horizontal plate 4 to realize the reset movement of the horizontal plate 4.

[0029] Please see Figures 3-4The inner wall of the transverse plate 4 is further fixedly connected with a connecting rod 11, the connecting rod 11 extends into the sliding block 3 and is in sliding connection with the inner wall of the sliding block 3, an extrusion pad 12 is installed on the end of the connecting rod 11 in the inner wall of the sliding block 3 and is in sliding connection with the inner wall of the sliding block 3, and an opening is formed between the two sets of clamping blocks 10 and is matched with the size of the extrusion pad 12, thereby limiting the sliding block 3.

[0030] The working principle of the utility model is as follows: firstly, the steel pipe vertical rod 1 is installed at a suitable position, then the inclination monitor 7 can be installed, specifically, the transverse plate 4 is pulled to the outside, then the sliding block 3 is moved, the sliding block 3 drives the transverse plate 4 to move, which drives the clamping plate 5 to move, until the clamping plate 5 is moved to a position suitable for installing the inclination monitor 7, then the tension of the transverse plate 4 is released, at this time, the transverse plate 4 is reset under the action of the reset spring 8, therefore, the two sets of clamping plates 5 are clamped on the outer wall of the scaffold, thereby the installation of the inclination monitor 7 is completed, at this time, the inclination monitor 7 can monitor the stable data of the scaffold in real time.

[0031] When the scaffold is inclined, the inclination monitor 7 is also inclined synchronously, when the inclination of the inclination monitor 7 is greater than the set threshold, the alarm is controlled by the single-chip microcomputer, thereby warning the construction personnel to repair the scaffold in time, thereby the real-time monitoring and protection effect of the scaffold is realized.

[0032] Further, when the transverse plate 4 is pulled to the outside, the transverse plate 4 drives the connecting rod 11 to move to the outside synchronously, the movement of the connecting rod 11 drives the extrusion pad 12 to move out of the outer wall of the steel pipe vertical rod 1, thereby the limiting state between the sliding block 3 and the steel pipe vertical rod 1 is released, therefore, the sliding block 3 can move, when the transverse plate 4 is reset, the connecting rod 11 is also reset and pushes the extrusion pad 12 to move to the outer wall of the steel pipe vertical rod 1, at this time, the extrusion limiting of the sliding block 3 and the steel pipe vertical rod 1 is realized, thereby the stability of the sliding block 3 is ensured, the installation stability of the inclination monitor 7 is ensured, and the effect that the sliding block 3 is convenient to move is also achieved.

[0033] Although the embodiments of the utility model have been shown and described, the specific embodiments are only the explanation of the utility model, and are not the limitation of the utility model, the specific features, structures, materials or characteristics described can be combined in any one or more embodiments or examples in a suitable way, the person skilled in the art can make the modification, replacement and change of the embodiment without creative contribution after reading the specification without departing from the principle and the purpose of the utility model, but as long as in the claim range of the utility model, it is protected by the patent law.

Claims

1. A steel tubular upright with monitoring of scaffolding stability data, comprising a steel tubular upright (1), characterized in that: The outer wall of the steel pipe stand (1) is sleeved with a sliding block (3), and the sliding block (3) is in sliding connection with the outer wall of the steel pipe stand (1), the outer wall of the sliding block (3) is fixedly connected with a transverse plate (4) extending to both sides, both side ends of the transverse plate (4) are provided with a connecting shaft (6) mounted on the inner side end face of the transverse plate (4), the connecting shaft (6) is in rotary connection with the end face of the transverse plate (4), the end of the connecting shaft (6) is fixedly connected with a clamping plate (5), and the outer wall of the clamping plate (5) is mounted with an inclination monitor (7).

2. A steel pipe upright pole with monitoring scaffolding stability data according to claim 1, characterized in that: The inclination monitor (7) is electrically connected with an alarm through a single-chip microcomputer, and the alarm is arranged at a construction monitoring center.

3. A steel pipe upright pole with monitoring scaffolding stability data according to claim 1, characterized in that: The outer wall of the steel pipe stand (1) is provided with a clamping groove (2), and the inside of the sliding block (3) is provided with a through hole (9) penetrating through the sliding block (3), and the inner wall of the sliding block (3) is provided with a clamping block (10) matched with the clamping groove (2).

4. A steel pipe upright pole with monitoring scaffolding stability data according to claim 1, characterized in that: The outer wall of the transverse plate (4) is mounted with a reset spring (8), and the end of the reset spring (8) is connected with the inner wall of the transverse plate (4).

5. A steel pipe upright pole with monitoring scaffolding stability data according to claim 3, characterized in that: The inner wall of the transverse plate (4) is further fixedly connected with a connecting rod (11), and the connecting rod (11) extends into the inside of the sliding block (3) and is in sliding connection with the inner wall of the sliding block (3).

6. A steel pipe upright pole with monitoring scaffolding stability data according to claim 5, characterized in that: The end of the connecting rod (11) is mounted with an extrusion gasket (12) in the inner wall of the sliding block (3), and the extrusion gasket (12) is in sliding connection with the inner wall of the sliding block (3).

7. A steel tubular upright pole with monitoring scaffolding stability data according to claim 6, characterized in that: An opening is arranged between the two groups of clamping blocks (10), and the size of the opening is matched with the size of the extrusion gasket (12).

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