A construction support device and method for a large-volume high-altitude bearing platform in mountainous terrain

Abstract

The present invention provides a construction support device and method for a large-volume high-altitude bearing platform in mountainous terrain. It includes a support block and a connection box. A support ring is fixed inside the connection box, and symmetric support blocks are fixed around the surface of the support ring. A support rod is clamped on the support block. A clamping rod rotates on the surface of the support ring, and a shaft block is fixed on the clamping rod. A limiting groove adapted to the shaft block is provided on the support rod. A moving block slides on the connection box. The construction support device and method for a large-volume high-altitude bearing platform in mountainous terrain provided by the present invention solve the problems that during construction in mountainous terrain, due to the uneven terrain, the fixation process is too troublesome when building a scaffold. During the construction of the scaffold, due to the instability of a certain connection point, the structure of the scaffold is unstable. When the scaffold is built too high, the center of gravity of the scaffold will deflect and it is easy to collapse, posing a certain safety hazard.

Description

Technical Field

[0001] The present invention relates to the field of building construction, and in particular to a high-altitude large-volume bearing platform construction support device and method in mountainous terrain. Background Art

[0002] During the construction of various buildings, it is necessary to build a construction platform around the building to construct the building. A common practice is to use scaffolding to build a construction platform around the building. It is mainly used on construction sites for exterior walls, interior decoration or places with high floor heights that cannot be directly constructed. It is mainly for construction workers to work up and down or for external safety net enclosures and high-altitude installation of components. When constructing in mountainous terrain, due to the uneven terrain, the scaffolding is built and the fixing process is too troublesome. During the scaffolding construction process, due to the loose connection point, the scaffolding structure will be unstable. When the scaffolding is built too high, the center of gravity will deviate and it will easily collapse, posing certain safety hazards.

[0003] Therefore, it is necessary to provide a high-altitude large-volume pedestal construction support device and method for mountainous terrain to solve the above-mentioned technical problems. Summary of the invention

[0004] The present invention provides a high-altitude large-volume bearing platform construction support device in mountainous terrain, which solves the above-mentioned technical problems.

[0005] In order to solve the above technical problems, the present invention provides a high-altitude large-volume cap construction support device for mountain terrain, comprising a support block and a connection box, wherein a support ring is fixed inside the connection box, and symmetrical support blocks are fixed on the surface of the support ring, and support rods are clamped on the support blocks;

[0006] A clamping rod is rotatable on the surface of the support ring, and an axis block is fixed on the clamping rod, a limiting groove adapted to the axis block is provided on the support rod, a moving block is slidably provided on the connecting box, and a connecting rod is rotatable on the moving block and located inside the connecting box, a short rod is fixed on one end of the connecting rod, and a sliding groove adapted to the short rod is provided on the clamping rod, and a spring sheet is provided between the clamping rod and the inner wall of the connecting box;

[0007] The connection box is provided with a limiting hole corresponding to the supporting ring, and a fixing rod is clamped on the limiting hole, and a fixing plate is clamped on the fixing rod.

[0008] Furthermore, a first fixing groove is provided at the bottom of the fixing plate, and a second fixing groove matched with the first fixing groove is provided on the fixing rod.

[0009] Furthermore, connecting plates are fixed to both ends of the fixing rod, and connecting holes are provided on the connecting plates.

[0010] Furthermore, a threaded block is threadedly connected to the fixing rod, and threads matching the threaded block are provided at both ends of the surface of the fixing rod.

[0011] Furthermore, a stabilizing groove adapted to the support rod is provided on the connection box.

[0012] Furthermore, both ends of the support rod are provided with connection grooves adapted to the support blocks.

[0013] Furthermore, a sliding hole adapted to the moving block is provided on the surface of the connection box.

[0014] Furthermore, a protrusion is provided on one side of the fixing plate, and a groove matched with the protrusion is provided on the other side of the fixing plate.

[0015] A construction method for a high-altitude large-volume cap construction support device in mountainous terrain, the steps of which are:

[0016] Step 1: dig a pit on the surface of the mountain with a depth of 0.7-1 meter, put the support block into the pit and pour cement;

[0017] Step 2: Fix the support rods on the support blocks by welding, and keep the top ends of all welded support rods horizontal, and the opening direction of the upper limit slots on the support rods is consistent with the arrangement direction of the support rods;

[0018] Step 3: Insert the stabilizing groove of the connection box into the top of the welded support rod, insert the support block into the connection groove on the support rod, and adjust the connection box so that the limit groove of the support rod is fixed with the shaft block;

[0019] Step 4: Install a support rod on the connection box, and install another connection box on the other end of the support rod;

[0020] Step 5: Insert the fixing rod into the limiting hole on the connection box and fix it with a threaded block. Place a fixing plate on two adjacent fixing rods and fix the first fixing groove at the bottom of the fixing plate with the second fixing groove on the fixing plate.

[0021] Compared with the related art, the device and method for supporting the construction of a high-altitude large-volume pedestal in mountainous terrain provided by the present invention have the following beneficial effects:

[0022] The present invention provides a high-altitude large-volume foundation construction support device and method in mountainous terrain, wherein a clamping rod is driven to rotate by a spring sheet so that a limiting groove of the support rod is clamped and fixed with an axle block, a fixing rod is inserted into a limiting hole on a connecting box and fixed by a threaded block, a fixing plate is laid on two adjacent fixing rods, and the support strength of the support rod and the stable structure are improved by connecting and supporting the support rod, the supporting clamping block, the supporting ring and the fixing rod, and the shaking of the fixing rod and the fixing plate is reduced, thereby solving the problem that during construction in mountainous terrain, due to the uneven terrain, the fixing process of scaffolding is too troublesome, and during the scaffolding construction process, a certain connection point is not firm, resulting in an unstable scaffolding structure, so that when the scaffolding is built too high, the center of gravity of the scaffolding is deflected, it is easy to collapse, and there are certain safety hazards. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] Figure 1 A schematic structural diagram of a preferred embodiment of a high-altitude large-volume cap construction support device for mountainous terrain provided by the present invention;

[0024] Figure 2 for Figure 1 The connection diagram of the connection box and the support rod shown;

[0025] Figure 3 for Figure 1 The structural diagram of the connection box shown;

[0026] Figure 4 for Figure 1 An internal view of the connection box shown;

[0027] Figure 5 for Figure 3 a cross-sectional view of the connection box shown;

[0028] Figure 6 for Figure 4 A partial enlarged view of the middle A;

[0029] Figure 7 for Figure 2 The connection diagram of the fixing rod and the connecting piece shown;

[0030] Figure 8 for Figure 2 Structural diagram of the middle fixing plate.

[0031] Numbers in the figure: 1. support block, 2. connecting box, 3. support ring, 4. support clamping block, 5. support rod, 6. clamping rod, 7. shaft block, 8. limiting groove, 9. moving block, 10. connecting rod, 11. short rod, 13. spring sheet, 14. limiting hole, 15. fixing rod, 16. fixing plate, 17. first fixing groove, 18. second fixing groove, 19. connecting plate, 20. thread block, 21. thread, 22. stabilizing groove. DETAILED DESCRIPTION

[0032] The present invention will be further described below in conjunction with the accompanying drawings and implementation modes.

[0033] Please refer to Figure 1-8 As shown, a high-altitude large-volume foundation construction support device for mountain terrain includes a support block 1 and a connection box 2, a support ring 3 is fixed inside the connection box 2, and symmetrical support blocks 4 are fixed on the surface of the support ring 3 on all sides, and a support rod 5 is clamped on the support block 4, and the support strength of the support rod 5 is improved by connecting and supporting the fixed rod 15, the support block 4, the support ring 3 and the fixed rod 15;

[0034] like Figure 4 As shown, a clamping rod 6 is rotatable on the surface of the support ring 3 of the present invention, and a shaft block 7 is fixed on the clamping rod 6, a limiting groove 8 matched with the shaft block 7 is arranged on the support rod 5, a moving block 9 is slidably arranged on the connecting box 2, and a connecting rod 10 is rotatable on the moving block 9 and located inside the connecting box 2, a short rod 11 is fixed to one end of the connecting rod 10, and a sliding groove matched with the short rod 11 is arranged on the clamping rod 6, and the clamping rod 6 is driven to rotate by the sliding groove matched with the short rod 11 arranged on the clamping rod 6, so that the limiting groove 8 of the support rod 5 is disengaged from the shaft block 7 for quick disassembly, and a spring sheet 13 is arranged between the clamping rod 6 and the inner wall of the connecting box 2, and the clamping rod 6 is driven to rotate by the spring sheet 13, so that the limiting groove 8 of the support rod 5 is clamped and fixed with the shaft block 7;

[0035] like Figure 2 As shown, the connection box 2 of the present invention is provided with a limiting hole 14 corresponding to the support ring 3 and a support rod 5, and a fixing rod 15 is clamped on the limiting hole 14, and a fixing plate 16 is clamped on the fixing rod 15;

[0036] like Figure 8 As shown, the bottom of the fixing plate 16 of the present invention is provided with a first fixing groove 17, and the fixing rod 15 is provided with a second fixing groove 18 adapted to the first fixing groove 17, so as to facilitate the installation and fixation of the fixing plate 16;

[0037] like Figure 7 As shown, both ends of the fixing rod 15 of the present invention are fixed with connecting pieces 19, and the connecting pieces 19 are provided with connecting holes. The connecting holes of the connecting pieces 19 on the fixing rod 15 are used to reinforce the building body, so as to further improve the supporting stability of the fixing rod 15. The fixing rod 15 is threadedly connected with a thread block 20, and both ends of the surface of the fixing rod 15 are provided with threads 21 adapted to the thread block 20. By tightening the thread block 20, the fixing rod 15 is firmly fixed to the connection box 2.

[0038] The connection box 2 of the present invention is provided with a stabilizing groove 22 adapted to the support rod 5, through which the support rod 5 is inserted into the connection box 2, and both ends of the support rod 5 are provided with connecting grooves adapted to the support block 4, so that the support rod 5 is inserted into the support block 4 for limiting the position and improving the support strength, and the surface of the connection box 2 is provided with a sliding hole adapted to the moving block 9, so that the moving block 9 can slide in the connection box 2;

[0039] like Figure 8 As shown, a protrusion is provided on one side of the fixing plate 16 of the present invention, and a groove matched with the protrusion is provided on the other side of the fixing plate 16. The protrusion on one side of the fixing plate 16 cooperates with the groove of another adjacent fixing plate 16, so that both fixing plates can be clamped on the fixing rod 15.

[0040] A construction method of a high-altitude large-volume foundation support device for mountain terrain, the steps of which are as follows: Step 1, dig a pit on the surface of the mountain, the depth of the pit is between 0.7-1 meters, put the support block 1 into the pit and pour cement to improve the support strength of the arrangement, prevent collapse, and damage the support structure; Step 2, fix the support rod 5 on the support block 1 by welding, and keep the top ends of all welded support rods 5 horizontal, and the opening direction of the upper limit groove 8 on the support rod 5 is consistent with the arrangement direction of the support rod 5; Step 3, insert the stabilizing groove 22 of the connection box 2 into the stabilizing groove 22 of the connection box 2, and fix the upper limit groove 8 of the connection box 2 into the stabilizing groove 22 of the connection box 2. The top end of the welded support rod 5 is fixed, and the support block 4 is inserted into the connecting groove on the support rod 5, and the connecting box 2 is adjusted so that the limiting groove 8 of the support rod 5 is clamped and fixed with the shaft block 7; step four, install the support rod 5 on the connecting box 2, and install another connecting box 2 at the other end of the support rod 5; step five, insert the fixing rod 15 into the limiting hole 14 on the connecting box 2, fix it with the threaded block 20, lay the fixing plate 16 on the two adjacent fixing rods 15, and clamp and fix the first fixing groove 17 at the bottom of the fixing plate 16 with the second fixing groove 18 on the fixing plate 16.

[0041] The working principle of the support device and method for high-altitude large-volume pedestal construction in mountainous terrain provided by the present invention is as follows: the user inserts the support rod 5 into the support block 4, adjusts the support rod 5, drives the clamping rod 6 to rotate through the spring sheet 13, so that the limiting groove 8 of the support rod 5 is clamped and fixed with the shaft block 7, inserts the fixing rod 15 into the limiting hole 14 on the connecting box 2, and fixes it through the threaded block 20, and lays a fixing plate 16 on two adjacent fixing rods 15. Through the connection support of the support rod 5, the supporting block 4, the supporting ring 3 and the fixing rod 15, the supporting strength of the support rod 5 and the stable structure are improved, and the shaking of the fixing rod 15 and the fixing plate 16 are reduced. At the same time, the connecting piece 19 on the fixing rod 15 can be used to reinforce and fix it to the building body, further improving the supporting stability of the fixing rod 15. When disassembling, the connecting rod 10 and the short rod 11 are driven by the sliding moving block 9, and the sliding groove matched with the short rod 11 is provided on the clamping rod 6 to drive the clamping rod 6 to rotate, so that the limiting groove 8 of the support rod 5 is separated from the shaft block 7, and quick disassembly is performed.

[0042] The above descriptions are merely embodiments of the present invention and are not intended to limit the patent scope of the present invention. Any equivalent structure or equivalent process transformation made using the contents of the present invention specification and drawings, or directly or indirectly applied in other related technical fields, are also included in the patent protection scope of the present invention.

Claims

1. A high-altitude large-volume cap construction support device in mountainous terrain, It is characterized in that It comprises a support block (1) and a connection box (2), wherein a support ring (3) is fixed inside the connection box (2), and symmetrical support blocks (4) are fixed around the surface of the support ring (3), and a support rod (5) is clamped on the support block (4); A clamping rod (6) is rotatably mounted on the surface of the support ring (3), and a shaft block (7) is fixed on the clamping rod (6); a limiting groove (8) matching the shaft block (7) is provided on the support rod (5); a moving block (9) is slidably mounted on the connection box (2), and a connecting rod (10) is rotatably mounted on the moving block (9) and located inside the connection box (2); a short rod (11) is fixed to one end of the connecting rod (10), and a sliding groove matching the short rod (11) is provided on the clamping rod (6), and a spring sheet (13) is provided between the clamping rod (6) and the inner wall of the connection box (2); The connection box (2) is provided with a limiting hole (14) corresponding to the support ring (3), and a fixing rod (15) is clamped on the limiting hole (14), and a fixing plate (16) is clamped on the fixing rod (15); The bottom of the fixing plate (16) is provided with a first fixing groove (17), and the fixing rod (15) is provided with a second fixing groove (18) matched with the first fixing groove (17); Connecting plates (19) are fixed to both ends of the fixing rod (15), and connecting holes are provided on the connecting plates (19); The fixing rod (15) is threadedly connected with a thread block (20), and threads (21) matching the thread block (20) are provided at both ends of the surface of the fixing rod (15).

2. A high altitude large volume cap construction support device for mountainous terrain according to claim 1, It is characterized in that The connection box (2) is provided with a stabilizing groove (22) adapted to the support rod (5).

3. A high altitude large volume cap construction support device for mountainous terrain according to claim 1, It is characterized in that Both ends of the support rod (5) are provided with connection grooves adapted to the support block (4).

4. A high altitude large volume cap construction support device for mountainous terrain according to claim 1, It is characterized in that The surface of the connection box (2) is provided with a sliding hole matched with the moving block (9).

5. A high altitude large volume cap construction support device for mountainous terrain according to claim 1, It is characterized in that A protrusion is provided on one side of the fixing plate (16), and a groove matching the protrusion is provided on the other side of the fixing plate (16).

6. A construction method for a high-altitude large-volume cap construction support device in mountainous terrain as claimed in any one of claims 1 to 5, wherein the steps are as follows: Step 1: dig a pit on the surface of the mountain, the depth of the pit is between 0.7-1 meter, put the support block (1) into the pit and pour cement; Step 2: Fix the support rods (5) on the support block (1) by welding, and keep the top ends of all welded support rods (5) horizontal, and the opening direction of the upper limit grooves (8) on the support rods (5) is consistent with the arrangement direction of the support rods (5); Step 3: insert the stabilizing groove (22) of the connection box (2) into the top end of the welded support rod (5), insert the support block (4) into the connection groove on the support rod (5), and adjust the connection box (2) so that the limiting groove (8) of the support rod (5) is fixedly engaged with the shaft block (7); Step 4: Install a support rod (5) on the connection box (2), and install another connection box (2) on the other end of the support rod (5); Step 5: Insert the fixing rod (15) into the limiting hole (14) on the connection box (2), fix it with the threaded block (20), lay the fixing plate (16) on two adjacent fixing rods (15), and fix the first fixing groove (17) at the bottom of the fixing plate (16) with the second fixing groove (18) on the fixing plate (16) by clamping.

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