Typhoon-proof reinforcing structure for temporary construction

Abstract

The utility model belongs to the technical field of temporary construction, and discloses a temporary construction anti-typhoon reinforcing structure which comprises a temporary construction house body, and a mounting mechanism is arranged on the outer side of the temporary construction house body. The mounting mechanism comprises two wind shields, the two wind shields are located on the two sides of the temporarily-built house body correspondingly, two movable plates can be driven to move by starting two corresponding electric push rods, when the tops of the two movable plates are attached to the inner walls of a first mounting frame and a second mounting frame correspondingly, power sources of the two electric push rods can be turned off, and the two movable plates can be driven to move. The corresponding first clamping block and second clamping block are taken out of the first mounting frame and the second mounting frame, the damaged traction cable and the damaged connection spring are replaced, through the structure, the damaged traction cable and the damaged connection spring can be rapidly replaced, and the problem that due to the fact that the traction cable and the connection spring are fixedly connected, after long-term use, the traction cable and the connection spring are damaged is solved. And a traction cable and a connecting spring are damaged to different degrees, so that the potential safety hazard is increased.

Description

Technical Field

[0001] This application relates to the field of temporary construction technology, and more specifically, to a typhoon-resistant reinforcement structure for temporary construction. Background Technology

[0002] Prefabricated houses are typically built as temporary housing, and have advantages such as beautiful and uniform appearance, simple construction, fast construction speed, easy disassembly and assembly, and reusability. However, prefabricated houses have poor wind resistance, especially in coastal areas, where they are easily affected by strong typhoons, often resulting in roofs being blown off, structural damage, or even collapse.

[0003] A search revealed that CN221878968U discloses a typhoon-resistant reinforcement structure for temporary construction buildings, including a base plate horizontally installed at the bottom of the temporary building. Several vertically downward-facing anchor rods are symmetrically fixedly connected to both sides of the base plate. Each anchor rod is connected to a first anchor plate and a second anchor plate from top to bottom. In the process of use, since the tension cable and connecting spring are fixedly connected, they will be damaged to varying degrees after long-term use, thus increasing the safety hazard.

[0004] To address the aforementioned issues, this application provides a typhoon-resistant reinforcement structure for temporary construction buildings. Utility Model Content

[0005] The typhoon-resistant reinforcement structure for temporary construction buildings provided in this application adopts the following technical solution:

[0006] A typhoon-resistant reinforcement structure for temporary construction buildings includes a temporary building body, and an installation mechanism is provided on the outside of the temporary building body.

[0007] The installation mechanism includes two wind deflectors, which are located on both sides of the temporary building. Mounting bracket 1 is fixedly connected to both sides of the temporary building, and mounting bracket 2 is fixedly connected to the inner side of each of the two wind deflectors. Mounting brackets 1 and 2 are symmetrically arranged about the centerline of the temporary building. Multiple slots 1 and 2 are respectively provided inside each of the mounting brackets 1 and 2. Each slot 1 contains a locking block 1, and each slot 2 contains a locking block 2. Pull cables are fixedly connected to the outer sides of each locking block 1, and connecting springs are fixedly connected to the inner sides of each locking block 2. The pull cables are fixedly connected to the connecting springs. Electric push rods are fixedly embedded on the inner top of each of the two mounting brackets 1 and 2. Movable plates are fixedly connected to the inner ends of each of the four electric push rods. The inner sides of the four movable plates are in contact with multiple locking blocks 1 and 2, respectively, and connecting components are provided on the outer sides of the four movable plates.

[0008] Furthermore, the connecting component includes a base plate, which is installed at the bottom of the temporary building. A concrete pouring layer is provided at the bottom of the base plate, and a soil layer is provided at the bottom of the concrete pouring layer.

[0009] Furthermore, two first anchor plates and two second anchor plates are respectively embedded inside the concrete pouring layer and the soil layer, and two anchor rods are fixedly embedded inside the base plate.

[0010] The above technical solution strengthens the connection between the base plate and the concrete pouring layer by setting two anchor rods.

[0011] Furthermore, the two anchor rods are symmetrically arranged about the centerline of the temporary building, and the bottom ends of the two anchor rods pass through the two first anchor rods and the two second anchor rods respectively and extend into the soil layer.

[0012] Furthermore, both the outer and inner sides of the two wind deflectors are provided with support rods, and the four support rods are fixedly installed to the two wind deflectors by multiple connecting bolts.

[0013] By using the above technical solution and setting four support rods, the stability of the two wind deflectors can be enhanced during use.

[0014] Furthermore, the two inner support rods are respectively embedded between multiple tension cables, and the ends of the four support rods away from the two wind deflectors are all fixedly connected to the ground.

[0015] In summary, this application includes the following beneficial technical effects:

[0016] By activating two corresponding electric push rods, two movable plates can be moved. When the tops of the two movable plates are in contact with the inner walls of the corresponding mounting brackets 1 and 2, the power to the two electric push rods can be turned off, and the corresponding locking blocks 1 and 2 can be removed from the mounting brackets 1 and 2. The damaged tension cable and connecting spring can then be replaced. This structure allows for the quick replacement of damaged tension cables and connecting springs, solving the problem that since tension cables and connecting springs are fixed connections, they will be damaged to varying degrees after long-term use, thus increasing safety hazards. Attached Figure Description

[0017] Figure 1 This is a schematic diagram of the overall structure of this application;

[0018] Figure 2 This is a sectional perspective view of this application;

[0019] Figure 3 This is a perspective view of the mounting bracket of this application;

[0020] Figure 4For the purposes of this application Figure 2 Enlarged view of the structure at point A in the middle;

[0021] Figure 5 For the purposes of this application Figure 2 Enlarged view of the structure at point B in the middle.

[0022] Explanation of the labels in the diagram:

[0023] 1. Temporary building structure; 2. Windbreak panel; 3. Mounting frame one; 4. Mounting frame two; 5. Clamping block one; 6. Clamping block two; 7. Pull cable; 8. Connecting spring; 9. Electric push rod; 10. Movable plate; 11. Base plate; 12. Concrete pouring layer; 13. First anchor plate; 14. Second anchor plate; 15. Anchor rod; 16. Soil layer; 17. Support rod. Detailed Implementation

[0024] The technical solutions in the embodiments of this application will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this application, and not all embodiments. All other embodiments obtained by those skilled in the art based on the embodiments of this application without creative effort are within the scope of protection of this application.

[0025] In the description of this application, it should be noted that the terms "upper," "lower," "inner," "outer," "top / bottom," etc., indicating the orientation or positional relationship are based on the orientation or positional relationship shown in the accompanying drawings, and are only for the convenience of describing this application and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of this application. Furthermore, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance.

[0026] In the description of this application, it should be noted that, unless otherwise expressly specified and limited, the terms "installed," "equipped with," "sleeved / connected," "connected," etc., should be interpreted broadly. For example, "connection" can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium; it can be a connection within two components. Those skilled in the art can understand the specific meaning of the above terms in this application based on the specific circumstances.

[0027] Example:

[0028] This application discloses a typhoon-resistant reinforcement structure for temporary construction sites. Please refer to [link / reference]. Figure 1 , Figure 2 , Figure 3 , Figure 4 and Figure 5 The building includes a temporary building 1, and an installation mechanism is provided on the outside of the temporary building 1.

[0029] The installation mechanism includes two wind deflectors 2, which are located on both sides of the temporary building 1. Mounting bracket 1 3 is fixedly connected to both sides of the temporary building 1. Mounting bracket 2 4 is fixedly connected to the inner side of each of the two wind deflectors 2. The two mounting brackets 1 3 and 2 4 are symmetrically arranged about the centerline of the temporary building 1. Multiple slots 1 and 2 are respectively provided inside the two mounting brackets 1 3 and 2 4. Each slot 1 contains a locking block 5, and each slot 2 contains a locking block 6. Pull cables 7 are fixedly connected to the outer side of each locking block 5, and connecting springs 8 are fixedly connected to the inner side of each locking block 2 6. Pull cables 7 are fixedly connected to the connecting springs 8. Electric push rods 9 are fixedly embedded on the inner top of each of the two mounting brackets 1 3 and 2 4. Movable plates 10 are fixedly connected to the inner ends of each of the four electric push rods 9. The inner sides of the four movable plates 10 are in contact with the multiple locking blocks 1 5 and the multiple locking blocks 2 6, respectively.

[0030] Please see Figure 1 and Figure 2 The four movable plates 10 are provided with connecting components on the outside. The connecting components include a base plate 11. The base plate 11 is installed at the bottom of the temporary building body 1. A concrete pouring layer 12 is provided at the bottom of the base plate 11. A soil layer 16 is provided at the bottom of the concrete pouring layer 12.

[0031] Please see Figure 2 Two first anchor plates 13 and two second anchor plates 14 are respectively embedded in the concrete pouring layer 12 and the soil layer 16. Two anchor rods 15 are fixedly embedded in the base plate 11. The two anchor rods 15 are symmetrically arranged with the center line of the temporary building 1 as the axis. The bottom ends of the two anchor rods 15 pass through the two first anchor rods 15 and the two second anchor rods 15 respectively and extend into the soil layer 16. By setting two anchor rods 15, the connection between the base plate 11 and the concrete pouring layer 12 can be strengthened.

[0032] Please see Figure 1 and Figure 2 Both the outer and inner sides of the two wind deflectors 2 are equipped with support rods 17. The four support rods 17 are fixedly installed to the two wind deflectors 2 by multiple connecting bolts. The two inner support rods 17 are respectively embedded between multiple tension cables 7. The ends of the four support rods 17 away from the two wind deflectors 2 are fixedly connected to the ground. By setting four support rods 17, the stability of the two wind deflectors 2 during use can be enhanced.

[0033] The implementation principle of this embodiment is as follows: When in use, the temporary building body 1, windbreak plate 2, base plate 11, concrete pouring layer 12, soil layer 16, first anchor plate 13, second anchor plate 14, anchor rod 15, support rod 17 and connecting bolt are all existing structures of a typhoon-resistant reinforcement structure for temporary construction buildings as disclosed in CN221878968U. The specific implementation method will not be described in detail here.

[0034] Later, by activating two corresponding electric push rods 9, the telescopic ends of the two electric push rods 9 are in a retracted state. At the same time, the two movable plates 10 will move together. When the tops of the two movable plates 10 are respectively in contact with the inner walls of the corresponding mounting bracket 1 3 and mounting bracket 2 4, the power supply of the two electric push rods 9 can be turned off, releasing the positioning operation of multiple locking blocks 1 5 and multiple locking blocks 2 6. At this time, the corresponding locking blocks 1 5 and locking blocks 2 6 can be removed from the inside of the mounting bracket 1 3 and mounting bracket 2 4, and the damaged pull cable 7 and connecting spring 8 can be replaced. Through the above structure, the damaged pull cable 7 and connecting spring 8 can be quickly replaced, solving the problem that since the pull cable 7 and connecting spring 8 are fixed connections, after long-term use, the pull cable 7 and connecting spring 8 will be damaged to varying degrees, thus increasing the safety hazard.

[0035] The above are all preferred embodiments of this application, and are not intended to limit the scope of protection of this application. Therefore, all equivalent changes made in accordance with the structure, shape and principle of this application should be covered within the scope of protection of this application.

Claims

1. A typhoon-resistant reinforcement structure for temporary construction buildings, comprising a temporary building body (1), characterized in that: An installation mechanism is provided on the outside of the temporary building (1); The installation mechanism includes two wind deflectors (2), which are located on both sides of the temporary building (1). Mounting brackets (3) are fixedly connected to both sides of the temporary building (1), and mounting brackets (4) are fixedly connected to the inner sides of both wind deflectors (2). Mounting brackets (3) and (4) are symmetrically arranged about the centerline of the temporary building (1). Multiple slots (1) and (2) are respectively provided inside the mounting brackets (3) and (4). Each slot (1) contains a locking block (5), and each slot (2) contains a locking block. Second (6), each of the multiple first-position (5) is fixedly connected to a pull cable (7), and each of the multiple second-position (6) is fixedly connected to a connecting spring (8). The pull cables (7) are fixedly connected to the multiple connecting springs (8). The top inner sides of the two mounting brackets (3) and the two mounting brackets (4) are fixedly embedded with electric push rods (9). The inner ends of the four electric push rods (9) are fixedly connected with movable plates (10). The inner sides of the four movable plates (10) are in contact with the multiple first-position (5) and the multiple second-position (6). The outer sides of the four movable plates (10) are provided with connecting parts.

2. The typhoon-resistant reinforcement structure for temporary construction buildings according to claim 1, characterized in that: The connecting component includes a base plate (11), which is installed at the bottom of the temporary building (1). The bottom of the base plate (11) is provided with a concrete pouring layer (12), and the bottom of the concrete pouring layer (12) is provided with a soil layer (16).

3. The typhoon-resistant reinforcement structure for temporary construction buildings according to claim 2, characterized in that: Two first anchor plates (13) and two second anchor plates (14) are respectively embedded in the concrete pouring layer (12) and the soil layer (16), and two anchor rods (15) are fixedly embedded in the base plate (11).

4. The typhoon-resistant reinforcement structure for temporary construction buildings according to claim 3, characterized in that: The two anchor rods (15) are symmetrically arranged about the center line of the temporary building (1). The bottom ends of the two anchor rods (15) pass through the two first anchor rods (15) and the two second anchor rods (15) respectively and extend into the soil layer (16).

5. The typhoon-resistant reinforcement structure for temporary construction buildings according to claim 1, characterized in that: Both of the two wind deflectors (2) are provided with support rods (17) on their outer and inner sides, and the four support rods (17) are fixedly installed to the two wind deflectors (2) by multiple connecting bolts.

6. The typhoon-resistant reinforcement structure for temporary construction buildings according to claim 5, characterized in that: The two inner support rods (17) are respectively embedded between multiple tension cables (7), and the ends of the four support rods (17) away from the two wind deflectors (2) are all fixedly connected to the ground.

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