Disc buckle type supporting frame structure and construction method thereof

Abstract

The invention discloses a disc buckle type supporting frame structure and a construction method thereof. The structure comprises a vertical rod; connecting discs are arranged on the surface of the vertical rod, and inserting grooves are evenly formed in the surfaces of the connecting discs; and the transverse rod is arranged on the upper surface of the connecting disc, an adjusting block is arranged on the lower portion of the surface of the vertical rod, mounting plates are evenly distributed on the surface of the adjusting block, a mounting cylinder is arranged between the two mounting plates, and the method comprises the steps of S1, construction preparation, S2, foundation treatment, S3, base mounting, S4, disc buckle type supporting frame erecting, S5, disc buckle type supporting frame reinforcing and S6, checking and adjusting. The height of the adjusting block can be adjusted by taking the positioning rod out of the positioning hole, so that the inclination angle of the inclined rod can be adjusted, when the disc buckle type supporting frame is used under special geological conditions, the inclination angle of the inclined rod can be enlarged according to the field geological conditions, the inclined rod can better disperse loads, and therefore the overall stability is improved.

Description

Technical Field

[0001] The invention belongs to the technical field of disc-type support frames, and in particular relates to a disc-type support frame structure and a construction method thereof. Background Art

[0002] The disc-type support frame is a modern building support system, which consists of vertical poles, horizontal poles, diagonal poles, etc., connected by disc-type connectors to form a stable spatial structure. This support frame is widely used in building construction, such as high-rise buildings, bridges, stage construction, etc., to provide temporary support, formwork support and scaffolding.

[0003] Common disc-type support frames are generally supported by vertical poles, and the vertical poles are connected by horizontal poles to form a lattice structure. The diagonal poles, vertical poles and horizontal poles form a triangle to make the frame more stable.

[0004] In actual construction, the matching use of diagonal rods and vertical rods is one of the basic principles to ensure the safety of scaffolding. Correctly installed diagonal rods can effectively prevent structural instability caused by horizontal forces. However, when using disc-type support frames under special geological conditions, the diagonal rods need to be adjusted to a larger inclination angle to reduce the pressure on the ground and potential sliding risks. If the inclination angle of the diagonal rod is small, the supporting capacity of the diagonal rod in the horizontal direction is weakened and it cannot effectively support special geology. At the same time, the matching use of diagonal rods and vertical rods makes it difficult to adjust the inclination angle of the diagonal rods, reducing the supporting stability of the disc-type support frame. Summary of the invention

[0005] In view of the deficiencies in the prior art, the present invention provides a disc-type support frame structure and a construction method thereof to solve the problem proposed in the above background technology that when the disc-type support frame is used under special geological conditions, the diagonal rod needs to be adjusted to a larger inclination angle to reduce the pressure on the ground and the potential risk of sliding; if the inclination angle of the diagonal rod is small, the supporting capacity of the diagonal rod in the horizontal direction is weakened and cannot effectively support special geological conditions; the supporting use of the diagonal rod and the vertical rod makes it difficult to adjust the inclination angle of the diagonal rod, thereby reducing the supporting stability of the disc-type support frame.

[0006] To achieve the above object, the present invention provides the following technical solution: a disc-type support frame structure, comprising a vertical rod: The surfaces of the vertical poles are all provided with connection plates, and the surfaces of the connection plates are evenly provided with slots; A cross bar is arranged on the upper surface of the connection plate, an adjustment block is arranged on the lower part of the surface of the vertical bar, mounting plates are evenly arranged on the surface of the adjustment block, and a mounting tube is arranged between two mounting plates; The inclined rod is arranged on the surface of the mounting tube. The upper surface and the lower surface of the adjusting block are both installed with positioning rings. The surface of the vertical rod is evenly provided with positioning holes. The inner cavities of the positioning holes are all screwed with positioning rods.

[0007] Furthermore, the connection disk and the adjustment block are both provided with slots inside, and the connection disk and the adjustment block are both sleeved on the surface of the vertical pole, so that the connection disk and the adjustment block can move along the vertical pole.

[0008] Furthermore, a positioning hole is also provided on the surface of the positioning ring, and the positioning rods all pass through the positioning hole of the positioning ring and are screwed into the positioning hole of the vertical pole, so that the positioning ring can be fixed to the surface of the vertical pole.

[0009] Furthermore, adjusting nuts are provided above and below the connecting plate, and the adjusting nuts are screwed onto the surface of the vertical pole. The height of the connecting plate can be adjusted by adjusting the nuts so that the connecting plate can be on the same horizontal line. After the height of the connecting plate is adjusted, the two adjusting nuts can be rotated again to fix the connecting plate.

[0010] Furthermore, connecting rods are installed at both ends of the installation tube, and the connecting rods penetrate the surface of the installation plate. The surfaces of the connecting rods are screwed with fixing nuts, and the connecting rods can be positioned by the fixing nuts to prevent the installation tube from rotating.

[0011] Furthermore, pins are installed on both sides of the bottom of the cross bar, and the pins are inserted into the inside of the slots to connect the cross bar to the connecting plate.

[0012] A construction method of a disc-type support frame comprises the following steps: S1. Construction preparation: Before construction, survey the site to understand the terrain, topography and environmental conditions and determine the construction plan. Prepare the required disc-type support frame components to ensure that the materials needed for construction are sufficient; S2. Foundation treatment: Ensure that the foundation of the disc-type support frame is stable and reliable, and reinforce and drain the foundation; S3. Install the base: Set the base support of the disc-type support frame on the ground according to the specified position and adjust the level; S4. Set up the disc-type support frame: According to the design plan, erect the vertical pole and horizontal pole on the foundation support, rotate the adjusting nut to adjust the height of the connecting plate, and connect the horizontal pole to the vertical pole through the slot and the latch; S5, reinforced disc-type support frame: According to geological conditions, the height of the adjusting block is adjusted to adjust the inclination angle of the inclined rod to between 45° and 60°; S6. Check and adjust: After the entire support is erected, check and adjust the support to ensure that all parts of the support are tightly connected, stable and reliable. Beneficial Effects

[0013] 1. The disc-type support frame structure and the construction method thereof can adjust the height of the adjustment block by taking out the positioning rod from the positioning hole, thereby adjusting the height of the inclined rod, and further increasing or decreasing the height at which the inclined rod contacts the ground, thereby adjusting the inclination angle of the inclined rod. When the disc-type support frame is used under special geological conditions, the inclination angle of the inclined rod can be expanded according to the actual geological conditions, so that the inclined rod can better disperse the load and reduce the pressure on the soft soil layer, thereby improving the overall stability. 2. The disc-type support frame structure and the construction method thereof, when installing the disc-type support frame, only the cross bar needs to be connected to the connecting plate to install the cross bar, and the diagonal bar can be installed through the positioning rod. At the same time, when the inclination angle of the diagonal bar needs to be adjusted, only the height of the adjustment block needs to be adjusted to adjust the inclination angle of the diagonal bar, and the inclination angle of the diagonal bar can be increased or decreased according to the actual geological conditions, which facilitates the installation of the disc-type support frame. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] Figure 1 It is a schematic diagram of the structure of the present invention; Figure 2 It is a structural schematic diagram of the vertical pole of the present invention; Figure 3 It is a structural schematic diagram of the connection disk of the present invention; Figure 4 It is a schematic diagram of the installation structure of the oblique rod of the present invention; Figure 5 It is a structural schematic diagram of the cross bar of the present invention.

[0015] In the figure: 1. vertical pole; 2. connecting plate; 3. slot; 4. cross bar; 5. adjustment block; 6. mounting plate; 7. mounting tube; 8. diagonal rod; 9. positioning ring; 10. positioning hole; 11. positioning rod; 12. adjusting nut; 13. connecting rod; 14. fixing nut; 15. latch. DETAILED DESCRIPTION

[0016] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0017] The present invention provides a technical solution, a disc-type support frame structure, please refer to Figure 1 , including pole 1: See also Figure 2 The surface of the vertical pole 1 is provided with a connection plate 2, and the surface of the connection plate 2 is evenly provided with slots 3; See also Figure 1 , cross bar 4, is arranged on the upper surface of the connecting plate 2, see Figure 2 , the lower part of the surface of the upright pole 1 is provided with an adjustment block 5, and the surface of the adjustment block 5 is evenly provided with mounting plates 6, please refer to Figure 4 , a mounting tube 7 is provided between the two mounting plates 6; The inclined rod 8 is arranged on the surface of the mounting tube 7. The upper surface and the lower surface of the adjusting block 5 are both installed with a positioning ring 9. Figure 2 The surface of the upright 1 is evenly provided with positioning holes 10, see Figure 4 , the inner cavity of the positioning hole 10 is screwed with a positioning rod 11; By taking the positioning rod 11 out of the positioning hole 10, the height of the adjustment block 5 can be adjusted, thereby adjusting the height of the inclined rod 8, and then increasing or decreasing the height at which the inclined rod 8 contacts the ground, thereby adjusting the inclination angle of the inclined rod 8. When the disc-type support frame is used under special geological conditions, the inclination angle of the inclined rod 8 can be expanded according to the actual geological conditions, so that the inclined rod 8 can better disperse the load and reduce the pressure on the soft soil layer, thereby improving the overall stability.

[0018] See also Figure 2 The connection plate 2 and the adjustment block 5 are both provided with grooves therein, and the connection plate 2 and the adjustment block 5 are both sleeved on the surface of the vertical pole 1 , so that the connection plate 2 and the adjustment block 5 can move along the vertical pole 1 .

[0019] See also Figure 4 The surface of the positioning ring 9 is also provided with positioning holes 10 , and the positioning rods 11 all penetrate the positioning holes 10 of the positioning ring 9 and are screwed into the positioning holes 10 of the vertical pole 1 , so that the positioning ring 9 can be fixed to the surface of the vertical pole 1 .

[0020] See also Figure 3 Adjusting nuts 12 are provided above and below the connecting disk 2, and the adjusting nuts 12 are screwed on the surface of the vertical pole 1. The height of the connecting disk 2 can be adjusted by adjusting the nuts 12 so that the connecting disk 2 can be on the same horizontal line. After the height of the connecting disk 2 is adjusted, the two adjusting nuts 12 can be rotated again to fix the connecting disk 2.

[0021] See also Figure 4Connecting rods 13 are installed at both ends of the mounting tube 7. The connecting rods 13 penetrate the surface of the mounting plate 6. The surfaces of the connecting rods 13 are screwed with fixing nuts 14. The fixing nuts 14 can be used to position the connecting rods 13 to prevent the mounting tube 7 from rotating.

[0022] See also Figure 5 , latches 15 are installed on both sides of the bottom of the cross bar 4, and the latches 15 are inserted into the interior of the slot 3, so as to connect the cross bar 4 with the connecting plate 2.

[0023] A construction method of a disc-type support frame according to any one of claims 1 to 6, comprising the following steps: S1. Construction preparation: Before construction, survey the site to understand the terrain, topography and environmental conditions and determine the construction plan. Prepare the required disc-type support frame components to ensure that the materials needed for construction are sufficient; S2. Foundation treatment: Ensure that the foundation of the disc-type support frame is stable and reliable, and reinforce and drain the foundation; S3. Install the base: Set the base support of the disc-type support frame on the ground according to the specified position and adjust the level; S4. Set up the disc-type support frame: According to the design plan, erect the vertical pole 1 and the horizontal pole 4 on the foundation support, rotate the adjusting nut 12 to adjust the height of the connecting plate 2, and connect the horizontal pole 4 to the vertical pole 1 through the slot 3 and the latch 15; S5, reinforced disc-type support frame: According to geological conditions, the height of the adjusting block 5 is adjusted, thereby adjusting the inclination angle of the inclined rod 8 to between 45° and 60°; S6. Check and adjust: After the entire support is erected, check and adjust the support to ensure that all parts of the support are tightly connected, stable and reliable; Before construction, the site is surveyed to understand the terrain, landform and environmental conditions, and to determine the construction plan. Prepare the required disc-type support frame components to ensure that the materials required for construction are sufficient. When installing the disc-type support frame, you only need to connect the cross bar 4 with the connecting plate 3 to install the cross bar 4. The diagonal bar 8 can be installed through the positioning rod 11. At the same time, when the inclination angle of the diagonal bar 8 needs to be adjusted, you only need to adjust the height of the adjustment block 5 to adjust the inclination angle of the diagonal bar 8. The inclination angle of the diagonal bar 8 can be increased or decreased according to the actual geological conditions, which facilitates the installation of the disc-type support frame. Example 1

[0024] S1. Construction preparation: Before construction, survey the site to understand the terrain, topography and environmental conditions and determine the construction plan. Prepare the required disc-type support frame components to ensure that the materials needed for construction are sufficient; S2. Foundation treatment: Ensure that the foundation of the disc-type support frame is stable and reliable, and reinforce and drain the foundation; S3. Install the base: Set the base support of the disc-type support frame on the ground according to the specified position and adjust the level; S4. Set up the disc-type support frame: According to the design plan, erect the vertical pole 1 and the horizontal pole 4 on the foundation support, rotate the adjusting nut 12 to adjust the height of the connecting plate 2, and connect the horizontal pole 4 to the vertical pole 1 through the slot 3 and the latch 15; S5, reinforced disc-type support frame: According to geological conditions, the height of the adjusting block 5 is adjusted, thereby adjusting the inclination angle of the inclined rod 8. Adjusting the inclination angle of the inclined rod 8 to 45° helps to ensure that the inclined rod 8 is not prone to instability or failure under load, thereby improving the safety performance of the overall structure; S6. Check and adjust: After the entire support is erected, check and adjust the support to ensure that all parts of the support are tightly connected, stable and reliable. Example 2

[0025] S1. Construction preparation: Before construction, survey the site to understand the terrain, topography and environmental conditions and determine the construction plan. Prepare the required disc-type support frame components to ensure that the materials needed for construction are sufficient; S2. Foundation treatment: Ensure that the foundation of the disc-type support frame is stable and reliable, and reinforce and drain the foundation; S3. Install the base: Set the base support of the disc-type support frame on the ground according to the specified position and adjust the level; S4. Set up the disc-type support frame: According to the design plan, erect the vertical pole 1 and the horizontal pole 4 on the foundation support, rotate the adjusting nut 12 to adjust the height of the connecting plate 2, and connect the horizontal pole 4 to the vertical pole 1 through the slot 3 and the latch 15; S5, reinforced disc-type support frame: According to geological conditions, the height of the adjustment block 5 is adjusted to adjust the inclination angle of the inclined rod 8. Adjusting the inclination angle of the inclined rod 8 to 52.5° can ensure that the inclined rod 8 will not be subjected to excessive tension due to a too small angle, nor will it be subjected to excessive pressure due to a too large angle. Such an angle helps the inclined rod 8 to work effectively when subjected to load, while reducing the stress concentration of the material and extending the service life of the structure; S6. Check and adjust: After the entire support is erected, check and adjust the support to ensure that all parts of the support are tightly connected, stable and reliable. Example 3

[0026] S1. Construction preparation: Before construction, survey the site to understand the terrain, topography and environmental conditions and determine the construction plan. Prepare the required disc-type support frame components to ensure that the materials needed for construction are sufficient; S2. Foundation treatment: Ensure that the foundation of the disc-type support frame is stable and reliable, and reinforce and drain the foundation; S3. Install the base: Set the base support of the disc-type support frame on the ground according to the specified position and adjust the level; S4. Set up the disc-type support frame: According to the design plan, erect the vertical pole 1 and the horizontal pole 4 on the foundation support, rotate the adjusting nut 12 to adjust the height of the connecting plate 2, and connect the horizontal pole 4 to the vertical pole 1 through the slot 3 and the latch 15; S5, reinforced disc-type support frame: According to geological conditions, the height of the adjustment block 5 is adjusted, thereby adjusting the inclination angle of the inclined rod 8. Adjusting the inclination angle of the inclined rod 8 to 60° can help to better disperse the load and reduce the pressure on the soft soil layer, thereby improving the overall stability. In areas where earthquakes occur frequently, the design of the inclined rod 8 needs to be able to withstand the dynamic load caused by earthquakes. A larger inclination angle may provide a better energy dissipation path and increase the seismic performance of the structure. S6. Check and adjust: After the entire support is erected, check and adjust the support to ensure that all parts of the support are tightly connected, stable and reliable.

[0027] The working process of the device is as follows: first, the height of the connecting plate 2 can be adjusted by adjusting the nut 12 so that the connecting plate 2 can be on the same horizontal line. After the height of the connecting plate 2 is adjusted, the two adjusting nuts 12 can be rotated again to fix the connecting plate 2, and the pins 15 are inserted into the slots 3 to connect the cross bar 4 to the connecting plate 2. Then, the positioning rod 11 is taken out of the positioning hole 10, and the height of the adjusting block 5 can be adjusted, thereby adjusting the height of the inclined rod 8, and then the height of the inclined rod 8 in contact with the ground can be increased or decreased, so that the inclination angle of the inclined rod 8 can be adjusted. When the disc-type support frame is used under special geological conditions, the inclination angle of the diagonal rod 8 can be expanded according to the actual geological conditions, so that the diagonal rod 8 can better disperse the load and reduce the pressure on the soft soil layer, thereby improving the overall stability. Finally, the positioning rods 11 pass through the positioning holes 10 of the positioning rings 9 and are screwed into the positioning holes 10 of the vertical poles 1. The positioning rings 9 can be fixed to the surface of the vertical poles 1, so that the height of the diagonal rod 8 can be fixed. Rotating the fixing nut 14 can position the connecting rod 13 to prevent the installation tube 7 from rotating. The bottom of the diagonal rod 8 is in contact with the ground to ensure the stability of the diagonal rod 8.

[0028] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A disc-type support frame structure, comprising a vertical rod (1), characterized in that: The surfaces of the upright poles (1) are each provided with a connection plate (2), and the surfaces of the connection plates (2) are evenly provided with slots (3); A cross bar (4) is arranged on the upper surface of the connection plate (2); an adjustment block (5) is provided at the lower part of the surface of the vertical bar (1); mounting plates (6) are evenly arranged on the surface of the adjustment block (5); and a mounting tube (7) is provided between two mounting plates (6); The inclined rod (8) is arranged on the surface of the mounting tube (7), the upper surface and the lower surface of the adjusting block (5) are both installed with positioning rings (9), the surface of the vertical rod (1) is evenly distributed with positioning holes (10), and the inner cavities of the positioning holes (10) are all screwed with positioning rods (11).

2. The disc-type support frame structure according to claim 1, characterized in that: The connection plate (2) and the adjustment block (5) are both provided with slots inside, and the connection plate (2) and the adjustment block (5) are both sleeved on the surface of the vertical pole (1).

3. The disc-type support frame structure according to claim 1, characterized in that: The surface of the positioning ring (9) is also provided with a positioning hole (10), and the positioning rods (11) all penetrate the positioning hole (10) of the positioning ring (9) and are screwed into the positioning hole (10) of the vertical rod (1).

4. The disc-type support frame structure according to claim 1, characterized in that: Adjustment nuts (12) are provided above and below the connection plate (2), and the adjustment nuts (12) are screwed onto the surface of the vertical pole (1).

5. The disc-type support frame structure according to claim 1, characterized in that: Connecting rods (13) are installed at both ends of the installation cylinder (7), the connecting rods (13) penetrate the surface of the installation plate (6), and fixing nuts (14) are screwed onto the surfaces of the connecting rods (13).

6. The disc-type support frame structure according to claim 1, characterized in that: Pins (15) are installed on both sides of the bottom of the crossbar (4), and the pins (15) are inserted into the inside of the slots (3).

7. A method for constructing a disc-type support frame, comprising the disc-type support frame structure according to any one of claims 1 to 6, comprising the following steps: S1. Construction preparation: Before construction, survey the site to understand the terrain, topography and environmental conditions, determine the construction plan, prepare the required disc-type support frame components, and ensure that the materials required for construction are sufficient; S2. Foundation treatment: Ensure that the foundation of the disc-type support frame is stable and reliable, and reinforce and drain the foundation; S3. Install the base: Set the base support of the disc-type support frame on the ground according to the specified position and adjust the level; S4. Set up the disc-type support frame: According to the design plan, erecting the vertical pole (1) and the horizontal pole (4) on the foundation support, rotating the adjusting nut (12) to adjust the height of the connecting plate (2), and connecting the horizontal pole (4) to the vertical pole (1) through the slot (3) and the latch (15); S5, reinforced disc-type support frame: According to geological conditions, the height of the adjusting block (5) is adjusted, thereby adjusting the inclination angle of the inclined rod (8), and the inclination angle of the inclined rod (8) is adjusted to between 45° and 60°; S6. Check and adjust: After the entire support is erected, check and adjust the support to ensure that all parts of the support are tightly connected, stable and reliable.

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