Measuring instrument erecting platform based on super high-rise core tube construction

Abstract

The utility model discloses a measuring instrument erection platform based on super high-rise core tube construction, which relates to the technical field of core tube construction, and comprises an erection plate and two groups of connecting groove shells, the two groups of connecting groove shells are fixedly connected to two end parts of the erection plate respectively, and first adjusting rods are arranged on the connecting groove shells in a penetrating manner; the outer side of the first adjusting rod is sleeved with two sets of clamping rods, the ends of the four sets of clamping rods are all provided with movable baffles, two sets of second adjusting rods are arranged on the erecting plate in a penetrating mode, the ends of the two sets of second adjusting rods are all fixedly connected with anti-skid discs, and symmetrical threaded sections are arranged on the outer side face of the first adjusting rod. Compared with the prior art, the erecting platform has the advantages that the erecting platform can be installed on transverse steel or vertical steel of different specifications and sizes, the disassembling and assembling process is simple, the installation application range of the erecting platform is widened, and the platform base can be rapidly adjusted according to the installation position of the erecting plate so that it can be guaranteed that the measuring instrument can be stably borne by the platform base.

Description

TECHNICAL FIELD

[0001] The utility model relates to core tube construction technical field, especially in the measurement instrument erection platform based on super high level core tube construction. BACKGROUND

[0002] The core tube construction of super high level building is the key link in building engineering, and its measurement instrument erection platform is a special platform for placing and operating various measuring devices to ensure the accuracy and stability of measurement work in the core tube construction process. The platform is usually installed inside or outside the building structure to provide a safe and stable working environment for the measurement personnel to carry out high-precision measurement work.

[0003] The erection platform of the prior art can avoid the interference of factors such as personnel walking, material stacking and unloading, and mechanical vibration, has stable and reliable structure, can improve measurement efficiency and ensure measurement accuracy. However, the measurement instrument erection platform for super high level core tube construction is installed by using jacking bolts to install with vertical steel, which makes the disassembly and assembly process difficult and the installation application range small. UTILITY MODEL CONTENTS

[0004] The utility model solves the problem that the measurement instrument erection platform for super high level core tube construction is difficult to disassemble and assemble and has a small installation application range when it is installed by using jacking bolts to install with vertical steel.

[0005] To solve the above technical problems, the technical scheme of the utility model is a measurement instrument erection platform based on super high level core tube construction, which comprises an erection plate and two groups of connecting groove shells, and the two groups of connecting groove shells are fixedly connected to the two end portions of the erection plate, a first adjusting rod is arranged through the connecting groove shell, two groups of clamping rods are sleeved on the outer side of the first adjusting rod, movable baffles are arranged at the end portions of the four groups of clamping rods, two groups of second adjusting rods are arranged through the erection plate, and anti-skid discs are fixedly connected to the end portions of the two groups of second adjusting rods.

[0006] A symmetrical threaded section is arranged on the outer side of the first adjusting rod, a first threaded hole is formed through one end of the clamping rod, and the clamping rod is threadedly connected with the first adjusting rod through the first threaded hole.

[0007] As a further scheme of the utility model, movable rods are fixedly connected to the inner sides of the four groups of movable baffles, and the four groups of movable rods are rotatably connected with the four groups of clamping rods.

[0008] As a further scheme of the utility model, second threaded holes are formed through the two sides of the erection plate, and the two groups of second adjusting rods are threadedly connected with the erection plate through the second threaded holes.

[0009] As a further scheme of the utility model: the middle position of the erecting plate is penetrated with a rotating shaft rod, one end of the rotating shaft rod is fixedly connected with a rotating column, the other end of the rotating column is fixedly connected with a platform seat, the other end of the rotating shaft rod is clampedly connected with a blocking ring, the outside of the rotating column is fixedly connected with two groups of clamping plates, two groups of clamping plates are penetrated with clamping bolts.

[0010] As a further scheme of the utility model: the middle position of the erecting plate is penetrated with a rotating shaft rod, one end of the rotating shaft rod is fixedly connected with a rotating column, the other end of the rotating column is fixedly connected with a platform seat, the other end of the rotating shaft rod is clampedly connected with a blocking ring, the outside of the rotating column is fixedly connected with two groups of clamping plates, two groups of clamping plates are penetrated with clamping bolts.

[0011] As a further scheme of the utility model: the middle position of the erecting plate is penetrated with a rotating shaft rod, one end of the rotating shaft rod is fixedly connected with a rotating column, the other end of the rotating column is fixedly connected with a platform seat, the other end of the rotating shaft rod is clampedly connected with a blocking ring, the outside of the rotating column is fixedly connected with two groups of clamping plates, two groups of clamping plates are penetrated with clamping bolts.

[0012] Compared with the prior art, the utility model has the advantages that: through rotating the first adjusting rod on the two groups of connecting groove shells, four groups of clamping rods are driven to move relatively under the cooperation of the symmetrical screw thread section and the first threaded hole, until four groups of clamping rods are attached to the horizontal steel or vertical steel respectively, then through the movable rod, four groups of movable blocking plates are all rotated and attached to one side of the horizontal steel or vertical steel, then through the second adjusting rod and the second threaded hole, the anti-skid disc is attached to the other side of the horizontal steel or vertical steel, the erecting platform can be installed on horizontal steels or vertical steels of different specifications and sizes, the dismounting process is relatively simple, and the installation application range of the erecting platform is improved.

[0013] Compared with the prior art, the utility model has the advantages that: through rotating the first adjusting rod on the two groups of connecting groove shells, four groups of clamping rods are driven to move relatively under the cooperation of the symmetrical screw thread section and the first threaded hole, until four groups of clamping rods are attached to the horizontal steel or vertical steel respectively, then through the movable rod, four groups of movable blocking plates are all rotated and attached to one side of the horizontal steel or vertical steel, then through the second adjusting rod and the second threaded hole, the anti-skid disc is attached to the other side of the horizontal steel or vertical steel, the erecting platform can be installed on horizontal steels or vertical steels of different specifications and sizes, the dismounting process is relatively simple, and the installation application range of the erecting platform is improved. ACCURACY OF DRAWINGS

[0014] Figure 1 It is a structural schematic view of the erecting platform of the measuring instrument based on the super high-rise core tube construction in the utility model embodiment;

[0015] Figure 2 It is a connecting structure schematic view of the connecting groove shell in the utility model embodiment;

[0016] Figure 3 It is a connecting structure schematic view of the erecting plate in the utility model embodiment;

[0017] Figure 4 It is a top view of the erecting platform of the measuring instrument based on the super high-rise core tube construction in the utility model embodiment.

[0018] In the figure: 1, erection plate; 2, connecting groove shell; 3, first adjusting rod; 4, clamping rod; 5, first threaded hole; 6, movable baffle; 7, movable rod; 8, second adjusting rod; 9, anti-skid disc; 10, second threaded hole; 11, rotating shaft rod; 12, rotating column; 13, platform base; 14, rotating shaft hole; 15, clamping plate; 16, clamping bolt; 17, clamping hole; 18, blocking ring. DETAILED DESCRIPTION

[0019] The specific embodiments of the present application will be further described below with reference to the accompanying drawings. It should be noted that the description of these embodiments is used to help understand the present application, but does not constitute a limitation on the present application. In addition, the technical features involved in each embodiment of the present application described below can be combined with each other as long as they do not conflict with each other.

[0020] Example 1, please refer to Figures 1-4 A measuring instrument erection platform based on super high-rise core tube construction, comprising an erection plate 1, further comprising two groups of connecting groove shells 2, and the two groups of connecting groove shells 2 are fixedly connected at both ends of the erection plate 1, a first adjusting rod 3 is provided through the connecting groove shell 2, two groups of clamping rods 4 are provided on the outer side of the first adjusting rod 3, four groups of movable baffles 6 are provided at the ends of the four groups of clamping rods 4, two groups of second adjusting rods 8 are provided through the erection plate 1, and anti-skid discs 9 are fixedly connected at the ends of the two groups of second adjusting rods 8.

[0021] The outer side of the first adjusting rod 3 is provided with a symmetrical threaded section, one end of the clamping rod 4 is provided with a first threaded hole 5, and the clamping rod 4 is threadedly connected with the first adjusting rod 3 through the first threaded hole 5.

[0022] In this embodiment, the first adjusting rod 3 is threadedly connected with the clamping rod 4 to facilitate the relative movement of the two groups of clamping rods 4.

[0023] The inner side of the four groups of movable baffles 6 is fixedly connected with a movable rod 7, and the four groups of movable rods 7 are rotatably connected with the four groups of clamping rods 4.

[0024] In this embodiment, the movable rod 7 is used to facilitate the rotation of the four groups of movable baffles 6.

[0025] The two sides of the erection plate 1 are provided with second threaded holes 10, and the two groups of second adjusting rods 8 are threadedly connected with the erection plate 1 through the second threaded holes 10.

[0026] In this embodiment, the second adjusting rod 8 is threadedly connected with the erection plate 1 to facilitate the movement of the anti-skid disc 9.

[0027] Specifically, by rotating the first adjusting rod 3 on the two groups of connecting shell 2, four groups of clamping rods 4 are driven to move relative to the symmetric threaded section and the first threaded hole 5, until the four groups of clamping rods 4 are respectively attached to the horizontal steel or vertical steel, then the four groups of movable baffles 6 are rotated and attached to one side of the horizontal steel or vertical steel through the movable rod 7, and then the anti-skid disc 9 is attached to the other side of the horizontal steel or vertical steel through the second adjusting rod 8 and the second threaded hole 10, so that the erection platform can be installed on horizontal steel or vertical steel of different specifications and sizes, the disassembly and assembly process is relatively simple, and the installation application range of the erection platform is improved.

[0028] Embodiment 2, please refer to Figures 1-4 A kind of measurement instrument erection platform based on super high-rise core tube construction, rotating shaft rod 11 is arranged in the middle position of erection board 1, one end of rotating shaft rod 11 is fixedly connected with rotating column 12, the other end of rotating column 12 is fixedly connected with platform seat 13, the other end of rotating shaft rod 11 is clamped and fixedly connected with stop ring 18, two groups of clamping plates 15 are fixedly connected on the outer side of rotating column 12, and clamping bolt 16 is arranged in two groups of clamping plates 15.

[0029] Rotating shaft hole 14 is arranged in the middle position of erection board 1, and rotating shaft rod 11 is rotatably connected with erection board 1 by rotating shaft hole 14.

[0030] In the embodiment, rotating column 12 and platform seat 13 are rotated by the cooperation of rotating shaft rod 11 and rotating shaft hole 14.

[0031] Four groups of clamping holes 17 are arranged in erection board 1 at equal intervals, and two groups of clamping bolts 16 pass through two groups of clamping plates 15 to clamp erection board 1 through two groups of clamping holes 17.

[0032] In the embodiment, the position of clamping plate 15 is limited by the cooperation of two groups of clamping bolts 16 and two groups of clamping holes 17.

[0033] Specifically, rotating column 12 and platform seat 13 are rotated by 90° by rotating shaft rod 11 and rotating shaft hole 14 cooperating with stop ring 18, until platform seat 13 is in a horizontal state, then two groups of clamping bolts 16 pass through two groups of clamping plates 15 to clamp erection board 1 through two groups of clamping holes 17, so that platform seat 13 can be quickly adjusted according to the installation position of erection board 1 to ensure that platform seat 13 stably bears the measurement instrument.

[0034] The embodiments of the utility model are described in detail in combination with the drawings, but the utility model is not limited to the described embodiments. For those skilled in the art, various changes, modifications, replacements and modifications can be made to these embodiments without departing from the principles and spirits of the utility model, and still fall within the protection scope of the utility model.

Claims

1. A surveying instrument mounting platform based on a super high-rise core tube construction, characterized in that: Including erecting plate (1) and two groups of connecting slot shell (2), and two groups of connecting slot shell (2) are fixedly connected at the both ends of erecting plate (1), first adjusting rod (3) is arranged on the connecting slot shell (2), the outer side of first adjusting rod (3) is provided with two groups of clamping rods (4), the end of four groups of clamping rods (4) is provided with movable baffle (6), two groups of second adjusting rods (8) are arranged on the erecting plate (1), the end of two groups of second adjusting rods (8) is fixedly connected with anti-skid disc (9); The outer side of first adjusting rod (3) is provided with symmetrical threaded sections, a first threaded hole (5) is formed in one end of clamping rod (4), and clamping rod (4) is screwed with first adjusting rod (3) through first threaded hole (5).

2. The surveying instrument erecting platform based on the super-high core tube construction of claim 1, wherein: The inner side of four groups of movable baffles (6) is fixedly connected with movable rod (7), and four groups of movable rods (7) are rotatably connected with four groups of clamping rods (4).

3. The surveying instrument erecting platform based on the super-high core tube construction of claim 1, wherein: Second threaded holes (10) are formed in the both sides of erecting plate (1), and two groups of second adjusting rods (8) are screwed with erecting plate (1) through second threaded holes (10).

4. The surveying instrument erecting platform based on the super-high core tube construction of claim 1, wherein: Rotating shaft rod (11) is arranged in the middle position of erecting plate (1), one end of rotating shaft rod (11) is fixedly connected with rotating column (12), the other end of rotating column (12) is fixedly connected with platform seat (13), the other end of rotating shaft rod (11) is clampedly connected with stop ring (18), the outer side of rotating column (12) is fixedly connected with two groups of clamping plates (15), and clamping plates (15) are arranged on two groups of clamping plates (15).

5. The surveying instrument erecting platform based on the super-high core tube construction of claim 4, wherein: Rotating shaft hole (14) is formed in the middle position of erecting plate (1), and rotating shaft rod (11) is rotatably connected with erecting plate (1) through rotating shaft hole (14).

6. The surveying instrument erecting platform based on the super-high core tube construction of claim 4, wherein: Four groups of clamping holes (17) are formed in erecting plate (1) at equal intervals, and two groups of clamping bolts (16) pass through two groups of clamping plates (15) to be clamped with erecting plate (1) through two groups of clamping holes (17).

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