Cover beam construction ladder cage high-position conversion platform

Abstract

The utility model relates to a capping beam construction ladder cage high-position conversion platform which is arranged on a bearing platform between two pier columns and connected with a bailey beam arranged at a capping beam in a reverse hanging mode. Comprising a ladder cage, the bottom end of the ladder cage is arranged on a bearing platform between two pier columns, and the ladder cage is fixedly connected with the two pier columns; the first steel ladder is arranged in the ladder cage, the bottom end of the first steel ladder is fixedly connected with the bearing platform, and the top end of the first steel ladder is connected with the horizontal framework; the platform framework comprises a horizontal framework and a vertical framework, the horizontal framework and the vertical framework are fixedly connected into an integrated structure, the horizontal framework is arranged at the top end of the ladder cage, the vertical framework is vertically arranged relative to the horizontal framework, and the vertical framework is flush with the side face of the cover beam; the horizontal framework is connected to the bailey beam in a reverse hanging mode, and the vertical framework is fixedly connected with the bailey beam. The capping beam construction ladder cage high-position conversion platform can be installed between two pier columns and can directly reach a capping beam construction platform, and the capping beam construction ladder cage high-position conversion platform belongs to the technical field of building construction.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to a high-place conversion platform for a ladder cage for cap beam construction. Background Art

[0002] Ladder cage high-altitude transfer platforms are often used in the construction of bridge cap beams. Currently, the upper and lower passages that can be used in bridge cap beam construction are often prefabricated ladder cages.

[0003] However, when the construction area is a double-column pier cap beam (the pier height is 24-30 meters), the only options for the ladder cage installation are the center of the double-column pier and the outside of the double-column pier. If the combined ladder cage is installed in the center of the double-column pier, the foundation can be stabilized by holding the column with tie rods, while if it is installed on the outside of the double-column pier, the foundation is unstable. However, if it is installed in the center of the double-column pier, there is a disadvantage that the ladder cage channel cannot directly reach the cap beam construction platform. Utility Model Content

[0004] In view of the technical problems existing in the prior art, the purpose of the utility model is to provide a high-altitude conversion platform for the ladder cage of the cap beam construction, so as to solve the problem that when the construction area is a double-column pier cap beam, the foundation of the combined ladder cage installed on the outside of the double-column pier is unstable, and if it is installed in the center of the double-column pier, there is a problem that the ladder cage passage cannot directly reach the cap beam construction platform.

[0005] In order to achieve the above purpose, the utility model adopts the following technical solutions:

[0006] A high-altitude conversion platform for a ladder cage for cap beam construction, which is arranged on a pedestal between two piers and is invertedly connected to a Bailey beam arranged at the cap beam; it comprises: a ladder cage, the bottom end of which is arranged on the pedestal between the two piers, and the ladder cage is fixedly connected to the two piers; a first steel ladder is arranged in the ladder cage, the bottom end of the first steel ladder is fixedly connected to the pedestal, and the top end of the first steel ladder is connected to a horizontal frame; a platform frame comprises a horizontal frame and a vertical frame, the horizontal frame and the vertical frame are fixedly connected to form an integrated structure, the horizontal frame is arranged at the top end of the ladder cage, the vertical frame is vertically arranged relative to the horizontal frame, and the vertical frame is flush with the side of the cap beam; the horizontal frame is invertedly connected to the Bailey beam, and the vertical frame is fixedly connected to the Bailey beam.

[0007] Preferably, the horizontal frame is connected to the Bailey beam in an inverted manner through at least four first pairs of tie rods, one end of at least four first pairs of tie rods are fixedly connected to the horizontal frame, the other end of at least four first pairs of tie rods are fixedly connected to the Bailey beam, at least four first pairs of tie rods are distributed in a rectangular shape on the horizontal frame, and a first force-bearing rod is fixedly connected between two adjacent first pairs of tie rods to form a rectangular frame.

[0008] Preferably, the vertical frame is connected to the Bailey beam through at least two second pairs of tie rods, one end of at least two second pairs of tie rods is fixedly connected to the Bailey beam, and the other ends of at least two second pairs of tie rods are respectively fixedly connected to two sides of the vertical frame; at least two second pairs of tie rods are fixedly connected to the other ends of at least four first pairs of tie rods; a second force-bearing rod is fixedly connected between at least two second pairs of tie rods, the number of the second force-bearing rods is two, two second force-bearing rods are spaced apart on the second pair of tie rods, and the connection between the second force-bearing rod and the second pair of tie rods is the connection between the first pair of tie rods and the second pair of tie rods; the first pair of tie rods, the first force-bearing rods, the second pair of tie rods and the second force-bearing rods form a cubic frame surrounded by the outside of the Bailey beam.

[0009] As a preferred embodiment, the ladder cage is fixedly connected to the two piers through two column frames respectively. The column frames are formed by sequentially splicing a plurality of rods. The column frames have a column holding area, and the column holding area is sleeved on the outside of the pier.

[0010] As a preferred embodiment, guardrails are provided around the vertical frame.

[0011] As a preferred embodiment, a second steel ladder is provided in the vertical frame, one end of the second steel ladder is connected to the horizontal frame, and the other end of the second steel ladder is connected to the top plane of the cap beam.

[0012] As a preferred embodiment, each section of the second steel ladder is provided with a skirting board.

[0013] As a preference, the top end of the vertical frame is arranged flush with the top plane of the cap beam, or the top end of the vertical frame is higher than the top plane of the cap beam.

[0014] In general, the utility model has the following advantages:

[0015] The utility model discloses a cap beam construction ladder high-altitude conversion platform that fixes the entire platform frame on the Bailey beam in the form of an inverted suspension, and the ladder cage is fixed between two piers. By utilizing the connection between the ladder cage and the platform frame, construction personnel can climb up to the platform frame through the ladder cage, and then walk to the outside of the cap beam through the horizontal frame of the platform frame, and climb to the cap beam construction platform from the vertical frame, thereby solving the problem that when the construction area is a double-column pier cap beam, the foundation of the combined ladder cage installed on the outside of the double-column pier is unstable, and if it is installed in the center of the double-column pier, there is a problem that the ladder cage passage cannot directly reach the cap beam construction platform. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 This is a front view of a cap beam construction ladder cage high-altitude transfer platform installed between two piers.

[0017] Figure 2 A cross-sectional view of a cap beam construction ladder cage high-altitude transfer platform installed between two piers.

[0018] Figure 3 It is a cross-sectional view of a high-altitude transfer platform of a cap beam construction ladder cage.

[0019] Figure 4 This is the main view of a high-altitude transfer platform for a cap beam construction ladder cage.

[0020] Among them, 1 is the pedestal, 2 is the ladder cage, 3 is the skirting board, 4 is the guardrail, 5 is the first steel ladder, 6 is the Bailey beam, 7 is the pier, 8 is the cap beam, 9 is the first pair of tie rods, 10 is the first force-bearing rod, 11 is the horizontal frame, 12 is the vertical frame, 13 is the second pair of tie rods, and 14 is the second steel ladder. DETAILED DESCRIPTION

[0021] The present invention will be further described in detail below in conjunction with specific implementation methods.

[0022] like Figure 1-4 As shown, a high-altitude conversion platform for the ladder cage of the cap beam construction of the present embodiment is arranged on the pedestal 1 between the two piers 7, and is invertedly connected to the Bailey beam 6 arranged at the cap beam 8; it includes: a ladder cage 2, the bottom end of the ladder cage 2 is arranged on the pedestal 1 between the two piers 7, and the ladder cage 2 is fixedly connected to the two piers 7; a first steel ladder 5 is arranged in the ladder cage 2, the bottom end of the first steel ladder 5 is fixedly connected to the pedestal 1, and the top of the first steel ladder 5 is connected to the horizontal skeleton 11; the platform skeleton includes a horizontal skeleton 11 and a vertical skeleton 12, the horizontal skeleton 11 and the vertical skeleton 12 are fixedly connected to form an integrated structure, the horizontal skeleton 11 is arranged at the top of the ladder cage 2, the vertical skeleton 12 is vertically arranged relative to the horizontal skeleton 11, and the vertical skeleton 12 is flush with the side of the cap beam 8; the horizontal skeleton 11 is invertedly connected to the Bailey beam 6, and the vertical skeleton 12 is fixedly connected to the Bailey beam 6.

[0023] Exemplarily, the ladder cage 2 is an existing ladder cage 2 structure, but considering that the ladder in the existing ladder cage 2 is not safe when used in the site of this embodiment due to the high height of the entire ladder cage 2, the solution of this embodiment requires first removing the ladder in the existing ladder cage 2 and then replacing it with a first steel ladder 5. One end of the first steel ladder 5 is fixed on the base 1 between two piers 7. Each turning point of the first steel ladder 5 is fixedly connected to the inner wall of the ladder cage 2, and the top of the first steel ladder 5 is fixedly connected to the platform frame, thereby ensuring the firmness of the first steel ladder 5 in the ladder cage 2 and improving safety.

[0024] The horizontal frame 11 is fixed in an inverted manner at the bottom of the Bailey beam 6. The horizontal frame 11 extends to the side of the cap beam 8, and is vertically fixed flush with the side of the cap beam 8. The horizontal frame 11 and the vertical frame 12 are existing platform frame structures. The difference is that the horizontal frame 11 and the vertical frame 12 are distributed perpendicular to each other, and then the horizontal frame 11 is fixed in an inverted manner at the bottom of the Bailey beam 6, so that construction personnel can move from the horizontal frame 11 and the vertical frame 12 to the cap beam construction platform.

[0025] The horizontal frame 11 is connected to the Bailey beam 6 in an inverted hanging manner through at least four first pairs of tie rods 9, one end of at least four first pairs of tie rods 9 is fixedly connected to the horizontal frame 11, and the other end of at least four first pairs of tie rods 9 is fixedly connected to the Bailey beam 6. At least four first pairs of tie rods 9 are distributed in a rectangular shape on the horizontal frame 11, and a first force-bearing rod 10 is fixedly connected between two adjacent first pairs of tie rods 9 to form a rectangular frame. The horizontal frame 11 is invertedly hung at the bottom of the Bailey beam 6 through at least four first pairs of tie rods 9, and the force-bearing rods are connected between the four first pairs of tie rods 9, so that the horizontal frame 11 is evenly and stably stressed, ensuring that the horizontal frame 11 can be firmly at the bottom of the Bailey beam 6.

[0026] The vertical frame 12 is connected to the Bailey beam 6 through at least two second pairs of tie rods 13, one end of at least two second pairs of tie rods 13 is fixedly connected to the Bailey beam 6, and the other ends of at least two second pairs of tie rods 13 are respectively fixedly connected to the two sides of the vertical frame 12; at least two second pairs of tie rods 13 are fixedly connected to the other ends of at least four first pairs of tie rods 9; a second force rod is fixedly connected between at least two second pairs of tie rods 13, the number of the second force rods is two, the two second force rods are spaced apart on the second pair of tie rods 13, and the connection between the second force rod and the second pair of tie rods 13 is the connection between the first pair of tie rods 9 and the second pair of tie rods 13; the first pair of tie rods 9, the first force rod 10, the second pair of tie rods 13 and the second force rod form a cubic frame surrounding the outside of the Bailey beam 6. The two second pairs of tie rods 13 cooperate with the first pair of tie rods 9 and the second force rod, so that the vertical frame 12 embraces the Bailey beam 6 and will not tilt away from the cap beam 8.

[0027] The ladder cage 2 is fixedly connected to the two piers 7 through two column frames, which are formed by splicing a plurality of rods in sequence, and the column frame has a column holding area, which is sleeved outside the pier 7. The column holding frame is formed by a rectangular frame and high-strength tie rods, and the inner area of ​​the rectangular frame is the column holding area, which is sleeved outside the pier 7. The ladder cage 2 and the rectangular frame are fixedly connected by high-strength tie rods, so that the ladder cage 2 and the pier 7 are fixedly connected.

[0028] Guardrails 4 are arranged around the vertical frame 12. By arranging the guardrails 4, safety is improved, and guardrails 4 are also arranged around the horizontal frame 11 at the same time, so that the safety of the construction workers walking on it is guaranteed.

[0029] A second steel ladder 14 is provided in the vertical frame 12, one end of the second steel ladder 14 is connected to the horizontal frame 11, and the other end of the second steel ladder 14 is connected to the top plane of the cap beam 8. By providing the second steel ladder 14, it is convenient for construction workers to move in the vertical frame 12.

[0030] Each section of the second steel ladder 14 is provided with a skirting board 3. It should be noted that skirting boards 3 can also be provided around the platform frame, and by providing the skirting boards 3, debris on the platform frame can be effectively prevented from falling from a high altitude.

[0031] The top of the vertical frame 12 is flush with the top plane of the cap beam 8, or the top of the vertical frame 12 is higher than the top plane of the cap beam 8. By arranging the vertical frame 12 in this way, the protection construction personnel can smoothly reach the cap beam construction platform.

[0032] In the above-mentioned embodiment, both the first pair of tie rods 9 and the second pair of tie rods 13 are high-strength tie rods.

[0033] The construction process of the high-altitude conversion platform for the cap beam construction ladder cage of this embodiment is as follows: first, the platform frame is welded and bolted on the ground to form an integrated assembled platform, the first steel ladder 5 and the second steel ladder 14 are welded on the ground to form a whole and welded to the platform frame, which can ensure the safe passage of construction workers, and the position of the skirting board 3 fully covers the lower side of each section of the second steel ladder 14, effectively preventing debris on the platform frame from falling from a high altitude. Then the platform frame is fixedly connected to the Bailey beam 6 using high-strength tension rods and force rods to ensure that the entire cap beam construction ladder cage high-altitude conversion platform can be hoisted as a whole, completing the overall assembly and applying it between the two piers 7. The ladder cage 2 is connected to the platform frame, and construction personnel can climb the first steel ladder 5 of the ladder cage 2 to the platform frame, and then walk to the outside of the cap beam 8 through the horizontal frame 11 of the platform frame. The second steel ladder 14 installed on the vertical frame 12 can be climbed to the cap beam construction platform, thereby solving the problem that when the construction area is a double-column pier cap beam 8, the foundation of the combined ladder cage 2 installed on the outside of the double-column pier is unstable, and if it is installed in the center of the double-column pier, there is a problem that the ladder cage 2 channel cannot directly reach the cap beam construction platform.

[0034] The above embodiments are preferred implementation modes of the present invention, but the implementation modes of the present invention are not limited by the above embodiments. Any other changes, modifications, substitutions, combinations, and simplifications that do not deviate from the spirit and principle of the present invention should be equivalent replacement methods and are included in the protection scope of the present invention.

Claims

1. A high-position transfer platform for a ladder cage for cap beam construction, which is arranged on a capping platform between two piers and is connected to a Bailey beam arranged at the cap beam in an inverted hanging manner; characterized in that: include: A ladder cage, the bottom end of which is arranged on a support platform between two piers, and the ladder cage is fixedly connected to the two piers; A first steel ladder is arranged in the ladder cage, the bottom end of the first steel ladder is fixedly connected to the support platform, and the top end of the first steel ladder is connected to the horizontal frame; The platform frame includes a horizontal frame and a vertical frame. The horizontal frame and the vertical frame are fixedly connected to form an integrated structure. The horizontal frame is arranged at the top of the ladder cage, and the vertical frame is vertically arranged relative to the horizontal frame. The vertical frame is flush with the side of the cap beam; the horizontal frame is connected to the Bailey beam in an inverted hanging manner, and the vertical frame is fixedly connected to the Bailey beam.

2. A cap beam construction ladder cage high-place conversion platform according to claim 1, characterized in that: The horizontal frame is connected to the Bailey beam in an inverted hanging manner through at least four first pairs of tie rods, one end of at least four first pairs of tie rods are fixedly connected to the horizontal frame, and the other ends of at least four first pairs of tie rods are fixedly connected to the Bailey beam. At least four first pairs of tie rods are distributed in a rectangular shape on the horizontal frame, and a first force-bearing rod is fixedly connected between two adjacent first pairs of tie rods to form a rectangular frame.

3. A cap beam construction ladder cage high-place conversion platform according to claim 2, characterized in that: The vertical frame is connected to the Bailey beam through at least two second pairs of tie rods, one end of the at least two second pairs of tie rods is fixedly connected to the Bailey beam, and the other ends of the at least two second pairs of tie rods are respectively fixedly connected to the two sides of the vertical frame; the at least two second pairs of tie rods are fixedly connected to the other ends of the at least four first pairs of tie rods; A second stress-bearing rod is fixedly connected between at least two second pairs of pull rods, the number of the second stress-bearing rods is two, the two second stress-bearing rods are spaced apart on the second pair of pull rods, and the connection between the second stress-bearing rod and the second pair of pull rods is the connection between the first pair of pull rods and the second pair of pull rods; The first pair of tension rods, the first force-bearing rod, the second pair of tension rods and the second force-bearing rod form a cubic frame surrounding the outer side of the Bailey beam.

4. A cap beam construction ladder cage high-place conversion platform according to claim 1, characterized in that: The ladder cage is fixedly connected to the two piers through two column holding frames respectively. The column holding frames are formed by sequentially splicing a plurality of rods. The column holding frames have a column holding area, and the column holding area is sleeved on the outside of the pier.

5. A cap beam construction ladder cage high-place conversion platform according to claim 1, characterized in that: Guardrails are arranged around the vertical frame.

6. A cap beam construction ladder cage high-place conversion platform according to claim 1, characterized in that: A second steel ladder is arranged in the vertical frame, one end of the second steel ladder is connected with the horizontal frame, and the other end of the second steel ladder is connected with the top plane of the cap beam.

7. A cap beam construction ladder cage high-place conversion platform according to claim 6, characterized in that: Each section of the second steel ladder is provided with a skirting board.

8. A cap beam construction ladder cage high-place conversion platform according to claim 1, characterized in that: The top end of the vertical frame is flush with the top plane of the cap beam, or the top end of the vertical frame is higher than the top plane of the cap beam.

Images